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Voluire   XI5. 
Nunil3er   1. 


NOVEMBER.  1920 


Pep     Copy,      15     Cents 
Per    Year,    $1.50 


CONTENTS 


BUILDING  AND  OPERATING  A  CIDER  VINEGAR 
PLANT        

By    John    Joseph    Schommer. 

APPLICATION     OF     PROTECTIVE     RELAYS     TO 
CENTRAL   STATION   PRACTICE 

By   Clinton    Everett    Stryker. 

SALESMANSHIP 

By    Harry   Clay    Coffeen. 

SPECIAL   TESTING   EQUIPMENT—MECHANICAL 
ENGINEERING    DEPARTMENT 

By   George   F.  Gebhardt. 

A  NEW  FACTORY 

By   P.   G.   Odgers. 

THE    TREND    OF    MODERN    INTERCOLLEGIATE 
ATHLETICS        

By    John    Joseph    Schommer. 

EDITORIALS 50 

ENGINEERING  SOCIETIES 54 

COLLEGE  NOTES 61 

ALUMNI  NOTES  .     .     .     : 64 

BOOK  NOTES 66 


17 

29 

31 
41 

45 


II  MMOLS  INSTITUTE  OF  TEC^^NQLOGY 


PAUL  V.  GALVIN  LIBRARY 
35  WEST  33RD  STREET 
CHICAGO,  IL  60616  j. 


Armour 
^UBtxtnU  of  ®?rt|ttologg 


CHICAGO 


THE  COLLEGE  OF  ENGINEERING  OFFERS   COURSES    IN 

Mechaiiical  Engineering 
Electrical  Engineering 
Civil  E7igi7ieering 
Chemical  Engineering 
Fire  Protection  E^igineeriitg 
A  rchitecture,  and  Industrial  A  r^ts 


These   Courses   are   each   four  years  in  length  and 
lead  to  the  degree  of  Bachelor  of  Science 


COMPLETELY  EQUIPPED  SHOPS 
and  LABORATORIES 


®l|f  SInatttwt?  lulbttns 

WILL  BE  SENT  ON  APPLICATION 


ow  Large  is  an  Atom? 


ATOMS  are  so  infinitesimal  that  to  be  seen  under 
.  the  most  powerful  microscope  one  hundred 
million  must  be  grouped.  The  atom  used  to  be  the 
smallest  indivisible  unit  of  matter.  When  the  X-Rays 
and  radium  were  discovered  physicists  found  that  they 
were  dealing  with  smaller  things  than  atoms — with  par- 
ticles they  call  "electrons."' 

Atoms  are  built  up  of  electrons,  just  as  the  solar 
system  is  built  up  of  sun  and  planets.  Magnify  the 
hydrogen  atom,  says  Sir  Oliver  Lodge,  to  the  size  of  a 
cathedral,  and  an  electron,  in  comparison,  will  be  no 
bigger  than  a  bird-shot. 

Not  much  substantial  progress  can  be  made  in  chemical  and 
electrical  industries  unless  the  action  of  electrons  is  studied.  For 
that  reason  the  chemists  and  physicists  in  the  Research  Labora- 
tories of  the  General  Electric  Company  are  as  much  concerned 
with  the  very  constitution  of  matter  as  they  are  with  the  develop- 
ment of  new  inventions.  They  use  the  X-Ray  tube  as  if  it  were 
a  machine-gun;  for  by  its  means  electrons  are  shot  at  targets  in 
new  ways  so  as  to  reveal  more  about  the  structure  of  matter. 

As  the  result  of  such  experiments,  the  X-Ray  tube  has  been 
greatly  improved,  and  the  vacuum  tube,  now  so  indispensable  in 
radio  communication,  has  been  developed  into  a  kind  of  trigger 
device  for  guiding  electrons  by  radio  waves.    - 

Years  may  thus  be  spent  in  what  seems  to  be  merely  a  purely 
"theoretical"  investigation.  Yet  nothing  is  so  practical  as  a 
good  theory.  The  whole  structure  of  modern  mechanical  engi- 
neering is  reared  on  Newton's  laws  of  gravitation  and  motion — 
theories  stated  in  the  form  of  immutable  propositions.  "* 

In  the  past  the  theories  that  resulted  from  purely  scientific  re- 
search usually  came  from  the  university  laboratories,  whereupon 
the  industries  applied  them.  The  Research  Laboratories  of  the 
General  Electric  Company  conceive  it  as  part  of  their  task  to  ex- 
plore the  unknown  in  the  same  spirit,  even  though  there  may  be 
no  immediate  commercial  goal  in  view.  Sooner  or  later  the 
world  profits  by  such  research  in  pure  science.  Wireless  com- 
munication, for  example,  was  accomplished  largely  as  the  result 
of  Herz's  brilliant  series  of  purely  scientific  experiments  demon- 
strating the  existence  of  wireless  waves 


GeneralAElectric 

Company 


General  Office 


Schenectady,  N.  Y. 


When    writing   to   Advertisers,    please   mention   THE   ARMOUR   E3NOINEER 


THE  ARMOUR 
ENGINEER 


The  Quarterly  Technical  PubUcation 

OF  THE 

Armour  Institute  of  Technology 
chicago,  illinois 


Volume  XII  Number  1 

November,  1920 


Copyright   1920 

by 

John  P.   Sanger 

and 

Fletcher   E.    Hayden 


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A.  ^ 


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r T he  Armour  Engineer 


VOLUME  XII.  NOVEMBER,  1920  NO.  1. 


BUILDING  AND  OPERATING  A  CIDER  VINEGAR 

PLANT. 

By    John    Joseph    Schommer. 

In  the  spring  of  1917  I  was  asked  to  design  and  equip  a  plant 
for  M.  Stefifen  &  Company,  Chicago,  Illinois,  for  the  purpose 
of  manufacturing  cider  vinegar.  The  plant  had  to  be  ready  for 
manufacturing  by  autumn. 

This  resolved  itself  into  the  problem  of  securing  the  following : 
Chicago  site, 

Site  at  the  source  of  supply  of  apples, 
Materials  of  construction, 
Manufacturing  equipment. 


^  Labor. 

,.  ^  The  high  cost  of  construction,  the  scarcity  of  labor,  and  the 

V   i  length  of  time  required  to  build  new  buildings,   disposed  very 

\^  quickly  of  my  idea  for  a  new  plant- 

K  The   Chicago   site  had   to  be   on  a   railroad  line  to    facilitate 

^Y  cheap  shipment  of  apples  and  cider  stock   from  points  outside 

.  \  of  Chicago  and,  of  course,  finished  goods  from  Chicago  to  other 

^  \         cities.     It   had  also  to  be  within  easy  hauling  distance   of  the 
'\  "down  town"  wholesale  grocery  houses. 

[\  Good  buildings  on  railroad  tracks  were  at  a  high  premium  and 

anything  suitable  involved  too  great  a  sacrifice  of  capital.  Build- 
ings badly  needing  repair  and  on  railroad  tracks  near  the  central 
portion  of  the  city  were  diligently  searched  for.  Finally  a  one 
and  a  half  story  building  of  seventeen  thousand  square  feet  on 
Kinksbury  Street,  located  on  the  St.  Paul  railroad  track,  was 
leased  for  a  period  of  five  years.  The  building  was  in  bad  condi- 
tion.   The  following  were  necessary  in  order  to  place  the  property 


^mt 


2  THE    ARMOUR   ENGINEER      [November,  1920 

in  a  manufacturing  condition: 
New  sky  lights, 
Patching  of  brick  walls, 
Patching  of  wood  walls, 
Patching  of  roof, 

Repairing  of  shipping  platforms  outside  of  building, 
Division  of  inside  into  office  space,  shipping  space,  manu- 
facturing, and  storing  parts. 
Concrete  piers  for  holding  up  large  storage  tanks, 
Concrete  washing  tank  ten  by  six  by  four  feet  deep, 
And  storage  space  for  at  least  three  cars  of  apples   (one 
car  of  apples  averages  about  35,000  pounds). 

Bids  were  asked  for  and  the  contract  was  let  for  $13,500. 

A  steam  boiler  was  purchased  second  hand  from  a  dismantled 
building  on  Pine  Grove  Ave.  Its  cost  was  $600.00.  Its  rated 
capacity  was  seventy  pounds  gauge.  To  install  it  and  build  a 
chimney  cost  $900,000  additional.  The  boiler  furnished  sufficient 
steam  to  run  pumps,  heat  the  plant,  office,  and  necessary  water 
for  cleaning  barrels,  bottles,  and  tanks.  The  remodeled  Chicago 
plant  ready  for  the  installation  of  equipment  cost  $15,000.00. 

The  procuring  of  equipment  for  quick  delivery  from  the  deal- 
erg  of  vinegar  equipment  v/as  impossible.  Six  months  to  a  year 
was  the  usual  stock  phrase  used  in  promising  machinery,  tanks, 
generators,  etc.  The  impending  prohibition  enforcement  sug- 
gested that  much  material  might  be  purchased  from  breweries 
forced  out  of  business.  A  number  of  breweries  were  visited  by 
me  and  much  was  bought  at  prices  ridiculously  low. 

The  following  was  purchased  and  installed  at  about  one-fourth 
of  the  original  estimate  for  new  materials  and  was  in  splendid 
condition : 

Each 

3 — 25,000  gals,  storage  tanks  installed $460.00 

4 — 15,000       "  "  "  "       260.00 

2 —  7,000       "  "  "  "      150.00 

9 —  3,000       "  "  "  "       50.00 

These  tanks  were  of  white  wood,  Washington  fir,  and  cypress. 
The  cypress  is  the  best.  The  above  was  purchased  from  the 
Schoenhofen  Brewing  Company. 


Vol.  XII,  No.  1]       SCHOMMER:   VINEGAR   PLANT  '     3 

Three  screw  presses  made  by  Boomer  &  Borchert  Manufac- 
turing Company  were  bought  for  $400.00.  These  were  pur- 
chased from  hard  cider  plants  going  out  of  business  in  Illinois 
and  Michigan. 

Four  pumps  were  bought  from  the  Blackmar  Pump  Company, 
Chicago.  These  pumps  are  acetic  acid  proof  and  are  bronxe  hned. 
They  are  portable  affairs,  motor  driven,  and  are  placed  on  trucks 
so  they  may  be  hauled  to  any  part  of  the  plant. 

Several  hundred  feet  of  hose  of  about  three  inches  diameter 
was  purchased.  This  is  used  for  portable  piping.  It  is  used  to 
pump  sweet  juice  and  vinegar  from  fermentors  to  storage  tanks 
and  generator  room.  Wood  logging  is  often  used  for  this  pur- 
pose, but  it  is  not  as  convenient  as  the  portable  hose.  Vinegar 
pumped  through  iron  pipes  turns  black  because  of  the  tannic  acid 
in  vinegars. 

Thirty-one  vinegar  generators  were  built  of  white  wood  and 
Washington  fir.  Tanks  from  breweries  were  dismantled  and  the 
wood  utilized  for  this  purpose.  The  generators  are  four  feet 
in  diameter  by  nine  feet  high  and  two  inches  thick.  They  cost 
$43.00  each  installed. 

Five  hundred  feet  of  spruce  logging  four  inches  by  four  inches 
in  ten  foot  lengths  with  one  inch  and  one  and  one-half  inch 
orifices,  were  bought  from  R.  W.  Bartelmann  of  Chicago,  at 
twenty  cents  per  running  foot.  This  logging  is  installed  per- 
manently. Into  it  runs  the  vinegar  and  fermented  juice  from 
the  supply  tanks  to  feed  the  generators.  Also  the  logging  is  used 
to  conduct  the  finished  vinegar  from  the  generators  to  the  finished 
product  tank  sunk  into  the  ground  below  the  generators.  Coup- 
lings for  the  logging  were  bought  from  the  Bushnell  Pump  Com- 
pany, Bushnell,  Illinois,  at  fifty  cents  each. 

For  each  generator  seventy  bushels  of  beech  wood  shavings 
were  purchased  from  the  RedHch  Manufacturing  Company, 
Chicago,  Illinois,  at  forty-five  cents  per  bushel.  Corn  cobs  and 
rattan,  when  available,  may  also  be  used  and  are  cheaper. 

Three  sets  of  knives  for  grinding  the  apples  and  run  by  motor 
were  purchased  from  the  Hydraulic  Press  Company,  Mount 
Gilliad,  Ohio,  at  $18.00  per  set.  A  grindstone  for  sharpening 
the  knives  was  also  purchased. 

A  small  bottle  filling  machine,  a  bottle  machine  washer,  a  small 


4  THE    ARMOUR   ENGINEER      [November,  1920 

air  pump  used  for  mixing  the  vinegar  cut  with  water  to  reduce  to 
proper  strengths  desired,  barrel  conveyor  to  convey  barrels  of 
vinegar  up  from  filling  room  to  shipping  platform,  some  piping 
and  hose  were  bought  from  the  Fleischmann  Yeast  Company  at 
a  very  low  figure. 

A  small  amount  of  laboratory  equipment  was  installed  for 
chemical  tests  on  vinegars  and  sweet  cider  stock.  The  apparatus 
consists  of  a  small  still  to  estimate  the  alcohol  in  fermented  apple 
juices,  also  "sugar  stems,"  glassware,  burettes,  etc. 

The  entire  equipment  with  labor  necessary  to  build  benches, 
ladders,  platforms,  and  arrange  little  odds  and  ends  about  the 
plant  cost  $11,000.00.  Thus  the  total  cost  of  putting  property 
on  Kingsbury  Street  in  running  order  to  manufacture  one  thou- 
sand gallons  of  cider  vinegar  per  day  was  $26,000.00. 

While  the  Chicago  factory  was  being  remodeled  and  equipped, 
a  diligent  search  was  being  made  for  sites  in  Michigan.  Two 
sites  were  finally  bought,  one  at  Fennville  and  another  at  Co- 
loma.  Both  of  these  towns  are  in  the  center  of  splendid  apple 
growing  communities  and  have  records  of  never  having  had  a 
total  failure  of  an  apple  crop. 

Old  buildings  and  ground  were  purchased.  The  locations  are 
on  the  Pere  Marquette  Railroad.  The  repairing  and  equipping 
was  done  in  a  fashion  similar  to  that  in  building  the  Chicago 
plant.  Second  hand  tanks  and  machiner}^  were  bought  and  in- 
stalled. 

The  Fennville  plant  located  at  Fennville,  Michigan,  on  the 
Pere  Marquette  Railroad  was  provided  with  four  hydraulic 
presses,  and  a  storage  capacity  of  two  hundred  thousand  gallons 
of  juice.  Pumps,  boiler,  pulleys,  etc.,  were  in  the  building. 
Eleven  thousand  dollars  was  necessary  to  purchase  the  factor}^ 
site,  and  equipment  and  to  put  this  station  in  a  position  to  manu- 
facture. Only  apple  cider  is  made  here  and  the  juice  is  shipped 
sweet  to  Chicago,  or  is  stored  and  sent  as  needed  partially  fer- 
mented, either  to  Coloma  or  Chicago  to  be  made  into  vinegar. 

The  Coloma  factory  is  located  at  Coloma,  Michigan,  on  the 
Pere  Marquette  Railroad.  The  equipment  was  installed. 
This  consisted  of  tanks  with  four  hundred  thousand  gallons 
storage  capacity,  pumps,  mixing  tanks,  fermentors,  boiler,  pul- 
leys,  platforms,  fifty-one   generators,   cooperage   shop,   and   two 


Vol.  XII,  No.  1]       SCHOMMER:    VINEGAR   PLANT  5 

hydraulic   presses.     The  total   cost   of   equipment,   ground,   and 
building  was  fourteen  thousand  dollars. 

To  operate  the  Chicago  plant,  the  cost  is  as  follows: 

Vinegar  maker   $40.cmd  per  week 

Vinegar  maker,  helper 20.00 

One  Cooper   30.oo     |'       "^ 

One  shipping  clerk 40.00 

Two  helpers,  each  $24.00    48.00 

One  office  manager    50.00 

One  stenographer    20.00 

One   city  salesman    50.00 

In  busy  seasons  when  large  orders  for  bottled  goods  are  to  be 
filled,  additional  labor  is  hired. 

The  duties  of  the  vinegar  maker  are  to  keep  the  generators 
running,  to  make  the  various  "cuts"  from  higher  strength  to 
lower  strength,  and  to  test  the  alcoholic  liquor,  and  the  finished 
vinegar  to  see  that  full  strength  of  vinegar  obtainable  is  received 
from  the  alcoholic  liquor. 

The  cooper's  duty  consists  in  repairing  second  hand  barrels 
All  vinegar  is  sold  in  used  wine  or  whiskey  barrels.  These  from 
time  to  time  need  new  heads,  staves,  iron  hoops,  or  plugs  to 
prevent  leaking. 

The  shipping  clerk  handles  the  shop  orders  and  fills,  or  super- 
intends the  filling  of  barrels  and  bottles  of  the  various  strength 
vinegars  which  run  from  40  grain  strength  to  55  grain.  (10 
grains  is  equivalent  to  i^  acetic  acid  strength.) 

The  helpers  are  used  about  the  plant  to  aid  wherever  needed. 
The  office  man  keeps  books  and  attends  to  out-of-city  trade. 
He  is  aided  by  the  stenographer. 

The  city  salesman  attends  to  the  city  contract  work  and  also 
aids  in  the  office  work  by  following  up  orders  and  keeping  the 
trade  supplied  on  general  conditions  of  the  vinegar  market. 

The  Fennville  plant  is  managed  by  a  superintendent  the  year 
round  at  thirty  dollars  per  week.  His  real  work  lasts  about 
four  months  of  the  year — in  the  autumn.  The  remainder  of 
the  time  is  spent  in  making  repairs  and  preparing  for  the  next 
season's  run  of  apples.  He  has  one  assistant  at  twenty  dollars 
per  week.  During  the  rush  time  m  the  autumn  he  will  hire  from 
five  to  ten  men  and  boys  at  fifteen  dollars  to  twenty  dollars  per 
week. 


6  THE    ARMOUR   ENGINEER     [November,  1920 

The  Coloma  plant  is  managed  by  a  superintendent  at  sixty 
dollars  per  week.  He  is  a  vinegar  maker,  attends  to  buying 
millions  of  pounds  of  apples,  and  in  fact  is  responsible  for  every- 
thing about  the  plant.  He  has  two  steady  assistants  the  year 
round  besides  a  cooper  and  an  engineer.  In  the  busy  season  he 
will  hire  ten  to  fifteen  men,  boys,  and  women  at  ten  dollars  to 
twenty-five  dollars  per  week.  The  pay  of  labor  always  depends,  of 
course,  upon  its  scarcity  and  the  kind-of  work  to  be  done. 

The  progress  of  the  apple  through  the  Chicago  plant  to  vinegar 
is  as  follows :  The  apples  are  shoveled  from  the  railroad  cars 
down  into  the  storage  bin.  From  here  the  fruit  is  shoveled  into 
the  concrete  washing  bin  where  the  apples  are  washed  with 
running  water.  Any  metallic  substances  settle  to  the  bottom  and 
careful  watch  is  kept  to  prevent  anything  hard  from  going  up  the 
incline  into  the  slicing  knives.  From  the  washing  bin  llic  apples 
go,  via  an  incline  belt  composed  of  an  iron  chain  and  blocks  of 
wood,  to  a  set  of  motor  driven  knives.  Here  the  apples  are 
thinly  rasped.  The  sliced  apples  fall  into  a  hopper  with  a  mov- 
able spout  and  are  fed  onto  a  press  where  a  "cheese"  is  made  up. 
When  one  press  is  squeezing  out  the  juice,  another  press  is  fed 
to  make  up  another  cheese." 

The  sweet  cider  juice  is  squeezed  out  into  a  small  tank,  sunk 
into  the  ground  below  the  press.  From  this  receiving  tank  the 
juice  is  pumped  into  storage  tanks  or  into  fermentors.  li  the 
juice  is  sold  as  sweet,  one-tenth  of  one  per  cent  of  sodium  ben- 
zoate  is  added,  and  the  juice  barreled  and  sent  out. 

From  the  fermentors  the  alcoholic  juice  is  pumped  into  stor- 
age tanks  carefully  painted  on  the  outside  with  an  asphalt  paint 
and  covered  on  the  inside  wuth  parafifin  to  aid  in  preventing 
evaporation.     Thd  tanks  are  kept  covered  and  in  a  cool  place. 

From  the  storage  tanks  the  alcoholic  juice  is  pumped  into  the 
receiving  tank  in  the  vinegar  room.  From  here  the  generators 
are  fed  with  the  alcoholic  liquor.  From  the  generators  the  fin- 
ished vinegar  runs  into  a  big  tank  sunk  into  the  ground.  From 
this  receiving  tank  the  vinegar  is  pumped  into  the  big  storage 
tanks  from  which  it  is  drawn  for  barrel  or  bottle  shipment. 

Occasionally  vinegar  is  filtered  to  give  it  brilliancy.  This 
stock  is  used  for  fancy  bottled  goods.  The  filtering  was  formerly 
done  through  bone  black,  but  now  it  is  done  through  paper  pulp 


Vol.  XII,  No.  1]       SCHOMMER:   VINEGAR   PLANT  7 

by  pumping  the  vinegar    up  through    the  pulp  as  is   done  in 
breweries. 

The  cutting;  knives  for  rasping  the  apples  are  of  steel  and  are 
sixteen  inches  long,  about  one  inch  wide,  and  three-sixteenths 
inch  thick.  They  have  teeth  and  look  like  a  saw.  Ten,  of  these 
knives  are  set  in  slots  in  a  drum.  The  teeth  protrude  above  the 
periphery  of  the  drum  about  one-sixteenth  inch.  The  drum  is 
motor  driven  and  in  revolving  crowds  the  apple  between  the 
knives  and  the  side  of  the  box  in  which  the  drum  is  set.  The 
effect  is  a  rasping  one.  These  knives  may  be  purchased  from  the 
Hydraulic  Press  Company,  Mt.  Gilliad,  Ohio. 

The  presses  used  for  squeezing  out  the  juice  from  apples  are 
of  two  types,  the  screw  type  and  the  hydraulic.  The  former 
may  be  purchased  from  Boomer  &  Borchert,  Syracuse,  New 
York;  the  latter  from  the  Hydraulic  Press  Company,  Mt.  Gil- 
liad, Ohio.  The  screw  types  in  the  Chicago  plant  are  motor 
driven.  The  hydraulic  presses  in  Michigan  are  run  by  steam. 
They  may  also  be  run  by  motor.  The  screw  type  operates  similar 
to  the  ordinary  hand  screw  press.  A  platform  operating  on  long 
screws  is  let  down  on  a  "cheese,"  which  is  made  up  on  a  small 
car  run  on  tracks.  The  box  of  the  car  is  fifty-four  inches  square 
and  four  inches  high.  When  the  "cheese"  is  made  up  on  the  car, 
it  is  pushed  underneath  the  press  and  the  platform  let  down  on 
the  car.  An  indicator  is  so  calibrated  that  when  enough  pressure 
has  been  apphed  to  procure  all  juice  available,  it  swings  down 
and  registers  this  fact.  This  operation  takes,  roughly,  about  one 
hour.  With  this  type  of  press  a  six  hundred  pound  cheese,  and 
about  forty-two  to  fifty  gallons  of  juice  may  be  pressed  per  hour. 
In  a  ten  hour  day  four  hundred  to  five  hundred  gallons  of  juice 
per  press  may  be  squeezed  out. 

The  hydraulic  press  operates  with  a  piston-like  motion.  A 
broad  base  is  pushed  up.  The  "cheese"  is  lifted  against  the  top 
and  a  pressure  of  four  thousand  pounds  per  square  inch  is 
applied.  The  hydraulic  press  will  produce  from  fifteen  hundred 
to  two  thousand  galllons  per  ten  hour  day.  It  is  easier  to  operate 
and  takes  up  much  less  room.  This  type  of  press  costs  about 
twice  as  much  as  the  screw  type,  but  is  far  more  economical  to 
use.  This  type  of  press  may  be  purchased  from  the  Hydraulic 
Press  Company,  Mount  Gilliad,  Ohio. 


8  THE    ARMOUR   ENGINEER      [November,  1920 

The  "cheese"  is  made  up  by  leading  the  rasped  apples  from  the 
hopper  immediately  under  the  knives  by  aid  of  a  chute  to  the  car. 
A  large  sheet  of  canvas  is  laid  over  the  box  of  the  car.  The 
rasped  apples  are  let  in,  and  a  layer  of  about  four  inches  is  made. 
Then  the  ends  of  the  canvas  are  folded  over  the  top  of  the  rasped 
apples.  On  the  top  of  the  folded  ends  of  canvass  a  thin  lattice 
work  of  wood  is  laid.  Then  another  large  sheet  of  canvas  is 
laid  over  the  lattice  work  of  wood.  Another  four  inches  of 
apples  is  run  on,  and  the  canvas  ends  are  folded  over,  and  another 
frame  is  put  on  top.  The  "cheese"  is  then  built  up  until  it  is  about 
four  feet  high.  Then  the  car  is  run  under  the  press.  While  the 
press  is  operating  on  one  "cheese,"  another  "cheese"  is  built  up. 

The  "first-pressings"  is  the  name  given  to  the  cider  juice  ex- 
pressed from  the  "cheese"  after  about  an  hour's  pressure.  This 
amounts  to  about  seven  gallons  per  one  hundred  pounds  of 
apples.  This  juicd  is  the  richest  in  all  the  ingredients  that  make 
up  sweet  cider.  The  richness  of  the  juice  of  course  depends  on 
many  things :  i.  e.,  the  quality  of  the  fruit  from  the  standpoint  of 
decay,  ripeness,  and  variety. 

The  "second-pressings"  is  the  name  given  the  juice  expressed 
from  the  pomace  after  the  "first-pressing."  The  method  of  pro- 
cedure producing  the  best  results  is  to  take  the  pomace  after 
"first-pressings"  and  allow  it  to  partially  ferment  in  warm  water  at 
about  85°  F.  for!  four  or  five  days.  But  this  is  against  the  food 
regulations  of  most  states.  This  is,  however,  the  procedure  in 
Germany.  In  Michigan  the  law  states  pomace  for  "second-press- 
ing" must  be  repressed  within  twenty-one  days;  also  water  must 
not  be  added  and  the  pomace  must  be  kept  under  cover. 

The  pomace  is  built  up  in  "cheeses"  and  squeezed  in  a  similar 
fashion  to  the  "first-pressings."  From;  one  to  three  gallons  of 
juice  per  one  hundred  pounds  of  apples  are  received.  The 
"second-pressings"  of  course  are  not  as  rich  as  the  "first-press- 
ings." The  pomace  is  the  apple  residue  left  after  expressing  "first 
or  second  pressings."  When  only  "first-pressings'  are  expressed 
from  the  apples,  the  pomace  may  be  sold  for  jelly  filler.  When  the 
"second-i)ressings"  are  expressed  from  pomace,  the  dried  pomace 
is  used  for  fuel  in  the  boiler. 

Pomace  should    be   repressed    for   "second-pressings"   within 


Vol.  XII,  No.   1]       SCHOMMER:    VINEGAR   PLANT  0 

four  days  after  "first-pressing."  Much  depends  on  weather  con- 
ditions. The  colder  the  weather  the  longer  the  pomace  may  lie. 
If  the  weather  is  warm  the  pomace  will  sour  and  prevent  the  sub- 
sequent juice  from  properly  fermenting  to  alcoholic  stock  for 
vinegar. 

Sweet  juice  is  bought  from  the  farmers,  from  apple  canners, 
(this  stock  is  usually  made  from  skin  and  cores),  and  repress  stock 
from  sweet  cider  manufacturers.  This  outside  juice  should 
always  be  analyzed  for  the  following :  Acidity,  alcohol,  sugar, 
solids,  soluble  and  insoluble  PoOg,  alkalinity  of  ash,  optical  rota- 
tion, sugar  and  non-sugar  solids.  A  price  is  then  offered.  This 
kind  of  business  usually  does  not  pay  unless  the  quantity  amounts 
to  a  tank  car  or  more.  A  tank  car  holds  from  seven  thousand 
to  ten  thousand  gallons  of  juice. 

The  juice  is  pumped -into  fermentors  that  hold  from  six  thou- 
sand to  ten  thousand  gallons.  The  yeasts  always  present  in  the 
juice  are  usually  allowed  to  do  the  fermenting.  Sometimes  a 
brewery  yeast  bought  from  breweries  or  a  selected  pure  culture 
yeast  is  added  to  the  sweet  stock.  The  sugars  are  then  converted 
into  alcohol  and  carbon  dioxide  according  to  the  formula 
QHj.O^+yeast  gives  2CH.OH+2CO.. 

One  hundred  parts  of  sugar  give  51. 11  parts  of  alcohol  and 
48.S9  parts  of  carbonic  acid.  This  is  the  theoretical  yield,  but 
actually  only  about  92%  of  the  theoretical  yield  of  alcohol  is 
obtained. 

The  sucrose  present  in  the  juice  is  not  directly  fermentable. 
By  means  of  an  enzime  that  exists  in  some  yeasts  the  sucrose 
is  inverted  to  dextrose  and  levulose.  These  sugars  are  then  con- 
verted into  alcohol  and  carbon  dioxide. 

From  time  to  time  some  of  the  juice  is  tested  with  a  brix 
hydrometer  to  observe  the  progress  of  fermentation.  When  the 
juice  is  fermented  to  O  on  the  sugar-stem,  all  the  sugars  are 
fermented. 

The  fermented  juice  is  a  variable  product.  Depending  on  the 
temperature,  the  race  of  yeast  predominating  in  the  fermenta- 
tion, the  variety,  soundness,  and  the  ripeness  of  the  apples  used 
for  sweet  juice,  varying  amounts  of  the  following  are  obtained: 
alcohol,  glycerine,  succinic  acid,  lactic  acid  and  butyric  acid;  de- 


10 


THE    ARMOUR   ENGINEER      [November,  1920 


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Vol.  XII,  No.  1]       SCHOMMER:   VINEGAR   PLANT  11 

pending  on  the  variety  of  apple,  section  of  the  country  where  ap- 
ple is  grown,  and  degree  of  ripeness,  varying  amounts  of  soluble 
and  insoluble  PoOj,  KoO,  XaoO,  and  CaO  are  obtained  in  the 
juice  with  varying  amounts  of  sugar  and  non-sugar  solids. 

The  temperature  best  for  the  fermentation  varies  with  the  race 
of  yeast  predominant  in  the  fermentation.  The  products  of  fer- 
mentation vary  with  temperature  and  type  of  yeast  predominant 
in  the  fermentation.  In  practice  too  little  attention  is  paid  to  the 
fermentation,  because  under  the  great  stress  of  rush  work  with 
limited  space  to  handle  millions  of  pounds  of  apples,  the  only 
thought  is  to  finish  the  stock  and  send  it  moving  to  completion 
as  rapidly  as  possible. 

Temperature  control  with  a  pure  yeast  is  the  best  way  to  handle 
the  cider  stock.  With  wild  yeasts  and  moulds  fermenting  the 
sweet  stock,  considerable  sugars  are  destroyed  with  loss  of 
alcoholic  yield.  Some  moulds  destroy  as  high  as  12%  of  the 
sugar  in  fermenting. 

The  most  suitable  temperature  for  fermentation  is  18°  to  24°  C. 

(65°  to  75°  F-)- 
To  ferment  to  O  the  sugars  in  six  thousand  to  ten  thousand 

gallons  of  juice  takes  about  a  week's  time. 


TABLE   SHOWING   DIFFERENCE   BETWEEN   JUICES   FROM 
RIPE  AND  GREEN  APPLES. 


Invert 

Total 

Variety 

Ripeness 

Sugar 

Sucrose 

Sugar 

Ash 

Ben    Davis    . 

Ripe 

7-11% 

4.1:% 

11-26% 

0.28% 

Ben    Davis    . 

.  . .  .Green 

6.56% 

0.68% 

7-24% 

0.32% 

ANALYSIS     OF     SOME     FERMENTED     JUICES     OF     MIXED 
APPLES  JUST  BEFORE  GENERATING  TO  VINEGAR. 


Rotation  400  mm. 

Tube 

Ventzke  Scale 

Solids 

Acidity 

Alcohol 

Ash 

Degrees  left. 

L96% 

0.46% 

7.23% 

0.22% 

2.46 

2.91% 

0.62% 

6.64^ 

0.28% 

2.24 

1.91% 

0.58% 

4.65% 

0-24% 

4.10 

3.32% 

1.20% 

9.81% 

0.34^, 

1.94 

12  THE    ARMOUR    ENGINEER     [November,  1920 

After  fermentation  the  generator  converts  the  alcohohc  hquid 
into  vinegar.  It  is  an  arrangement  to  allow  air  to  pass  up 
through  material  held  in  a  container  through  which  the  alcoholic 
liquor  passes  down  in  fine  drops. 

The  generator  usually  is  nine  feet  high  and  four  feet  wide 
with  staves  about  two  and  one-half  inches  thick.  It  is  made  of 
white  wood  or  of  oak.  Six  inches  from  the  bottom  on  the 
ifiside  a  perforated  false  bottom  is  placed.  Inch  holes  are  drilled 
through  this  about  three  and  one-half  inches  apart.  Twelve 
inches  abo\e  the  false  bottom  of  the  generator,  four  holes 
are  drilled  in  from  the  outside  slanting  down  to  the  inside.  These 
holes  are  about  three-quarters  of  an  inch  in  diameter.  They  are 
the  vents  which  regulate  the  air  supply  going  up  the  cask  by  aid 
of  plugs.  They  are  placed  equally  apart  around  the  tank.  The 
oxygen  of  the  air  oxidizes  the  alcohol  of  the  juice  to  acetic  acid. 

About  a  foot  down  from  the  top  of  the  cask  is  fitted  what  is 
called  a  ''dumper."  This  dumping  arrangement  consists  of  a  long 
axis  with  a  scoop  on  each  side.  The  alcoholic  liquor  coming 
throug[h  the  vent  in  the  top  of  the  cask  feeds  into  one  of  the 
scoops  on  one  side  of  the  axis.  W'hen  heavy  enough  with  liquid 
the  scoop  tips  and  ixjurs  out  its  contents  over  a  perforated  disk. 
The  holes  in  this  disk  of  wood  are  about  one-eighth  inch  in  diam- 
eter and  placed  from  two  to  three  inches  apart.  This  disk  is  for 
the  purpose  of  spreading  the  liquid.  When  one  side  of  the  axis 
dumps  its  liquid,  the  axis  rotates  and  brings  into  position  the 
other  scoop  which  is  then  filled  and  operates  in  a  similar  fashion 
as  described. 

Between  the  false  bottom  and  the  ]KM-forated  disk  on  top,  im- 
mediately under  the  dumper,  are  placed  beechwood  shavings, 
corn  cobs,  or  rattan.  These  give  the  surface  to  the  liquid  and 
spread  it  out  into  thin  drops  The  rattan  is  stamped  down  in  the 
generator  while  the  corn  cobs  and  beechwood  shavings  are  placed 
in  loosely. 

In  cider  vinegar  making,  the  greatest  care  must  be  exercised 
in  the  management  of  the  generators.  Much  money  may  be  lost 
by  not  receiving  the  full  strength  vinegar  from  the  alcohol 
in  the  juice.  Alcohol  is  lost  in  e\aporation  and  destroyed  by 
\'inegar  fungus.  The  generator  should  be  carefully  cleaned  out 
about  every  three  weeks  and  new  filling  put  in.  Every  two  or 
three  days  the  top  perforated  disk  should  be  cleaned  of  "mother" 


Vol.  XII,  No.  IJ       SCHOMMER:    VINEGAR    PLANT  13 

(fungus  growth)  and  if  necessary  the  top  layer  of  cobs  or  beech- 
wood  shavings  removed  when  covered  with  "mother."  The 
"mother"'  forms  a  thick  film  and  air  cannot  pass  through  the  gen- 
erator. 

The  generators  are  placed  in  rows  and  sufficient  space  should 
be  betw^een  each  one  to  enable  a  person  to  walk  around  it.  They 
are  connected  on  top  and  bottom  with  wooden  logging.  The  top 
logging  runs  over  the  entire  row.  Over  each  generator  a  faucet 
connected  to  the  logging  feeds  the  "dumper"  through  a  small 
hole.  If  generators  are  incapacitated,  the  faucets  over  them  may 
be  turned  ofif  without  interfering  with  the  others  that  are  in  good 
working  order.  From  the  bottom  of  each  generator  a  faucet  leads 
to  a  pipe  of  wood  or  logging,  and  this  logging  conveys  the  par- 
tially finished  or  finished  product  into  a  receiving  tank  sunk  in  the 
ground.  The  generator  room  should  have  all  the  fresh  air  pos- 
sible and  no  direct  sunlight. 

I  will  assume  the  most  difficult  case  in  the  making  of  cider 
vinegar,  i.  e.,  starting  with  fresh  generators,  with  fresh  shavings 
or  corn  cobs.  '!  he  filling  in  the  generators  is  flooded  with  strong 
cider  vinegar  and  soaked.  From  forty  to  sixty  grain  vinegar  is 
used  for  this.  The  vinegar  retains  a  great  many  vinegar  bacteria 
and  these  lodge  in  the  shavings  or  filling.  These  bacteria  of  a 
number  of  different  species  propagate  and  act  when  the  temp- 
erature is  correct,  as  a  catalytic  agent  in  the  conversion  of  alcohol 
to  acetic  acid  by  oxidation  with  air. 

After  soaking  for  several  hours  the  vintgar  is  run  out  in  a 
steady  stream,  and  as  fast  as  it  runs  out,  it  is  fed  in  at  the  top 
from  the  filling  tank.  This  is  continued  for  about  a  week  or  until 
the  time  when  the  generators  become  warm.  The  generators  are 
now  ready  for  alcoholic  liquor.  The  strength  of  vinegar  that  may 
be  made  is  restricted,  due  to  the  effect  of  strong  alcohol  and 
strong  vinegar  on  the  bacteria.  A  ten  per  cent  alcohohc  liquor 
will  kill  them.  But  long  before  that  strength  is  secured  their 
activity  is  checked. 

If  forty  grainy  vinegar  has  been  used  to  "heat  up"  the  genera- 
tors, then  this  vinegar  is  diluted  in  the  "mixing  tank"  with  the 
alcoholic  liquor  until  the  mixture  shows  a  twenty-two  grain 
-.trength  of  acetic  acid.  Then  this  mixture  is  fed  by  gravity  to 
the  generators  in  small  steady  streams  through  the  faucets  above 


14 


THE    ARMOUR   ENGINEER     [November,  1920 


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Vol.  XII,  No.  1]       SCHOMMER:    VINEGAR    PLANT  15 

each  generator.  The  finished  product  from  the  bottom  of  each 
generator  flows  into  the  receiving  tank.  From  here  it  is  again 
pumped  into  a  mixing  tank  and  the  "mix"  diluted  to  twenty-two 
grain  acetic  strength  with  alcoholic  hquor.  This  is  continued 
until  the  generators  are  about  90°  to  93°  F.  in  temperature.  They 
are  then  ready  for  their  maximum  production.  Twenty-two 
grain  vinegar  with  2^  alcoholic  strength  should  now  give,  on  going 
through  the  generators  once,  forty-two  grains  acetic  strength  of 
vinegar.  They  are  now  ready  to  make  any  strength  cider  vinegar 
that  may  be  made  from  the  alcoholic  cider  stock. 

If  forty  grnin  vinegar  stock  is  to  be  made,  then  the  "mix"  in 
the  mixing  tank  is  held  at  twenty-two  grains.  If  fifty  grain  stock 
is  to  be  made,  then  the  "mix"  is  held  at  thirty-two  grains.  I'his  is 
done  in  this  manner,  because  the  alcoholic  liquor  in  its  progress 
through  a  generator  will  increase  in  acidity,  when  conditions  are 
proper,  from  fifteen  lo  eighteen  grains.  This  is  a  safe  working 
condition.  If  more  acidity  is  produced,  the  generator  is  very 
likely  to  "go  bad,"  and  then  the  entire  "filhng"  will  have  to  be 
replenished. 

When  fermented  cider  stock  tests  fifteen  proof  alcohol,  it 
should  produce  sixty  grain  vinegar.  But  evaporation,  generator 
trouble  (feeding  generators  too  fast  or  too  slow),  and  the  almost 
unavoidable  growth  of  mal-organism  may  cut  this  as  low  as 
thirty  grain.  Therefore,  it  is  necessary  to  have  a  skilled  cider 
vinegar  maker  in  constant  attendance. 

A  temperature  from  90°  to  95°  F.  appears  to  be  the  most  suitable 
for  best  working  conditions.  This  may  be  observed  either  by  in- 
serting a  thermometer  in  the  generator  or  taking  the  temperature 
of  the  vinegar  coming  out.  If  the  temperature  runs  15°  to  20°  F. 
over  95"  F.,  the  generator  may  "burn  out,"  i.  e.,  the  bacteria 
may  be  destroyed.  Then  the  generator  must  be  refilled  and  grad- 
ually brought  up  to  working  conditions,  i.  e.,  "heated  up."  The 
temperature  is  regulated  by  plugging  the  air  vents  or  by  feeding 
the  alcoholic  liquid  fast  or  slow.  The  faster  the  "feed"  the  higher 
the  temperature  rises,  and  the  more  air  is  required.  The  flow  of  the 
"feed"  to  each  generator  is  controlled  as  follows  :  The  "mix"  is  led 
from  the  mixing  tank  by  wood  logging  running  over  all  the  gen- 
erators. Over  each  generator  a  wood  faucet  fastened  in  the 
logging  controls  the  flow.     This  flow  is  so  regulated  that  each 


16  THE    ARMOUR    ENGINEER      [November,  1920 

generator  produces  about  one  and  one-half  gallons  of  cider  vine- 
gar of  forty-five  grain  strength  per  hour.  The  height  of  the  vine- 
gar in  the  receiving  tank  is  measured  from  time  to  time  with  a 
yard  stick.  This  gives  the  number  of  gallons  in  the  tank.  The  in- 
crease may  thus  be  noted  from  time  to  time.  The  number  of 
working  generators  being  known,  the  control  flow  faucets  over 
each  generator  are  fixed  to  maintain  the  one  and  one-half  gallons 
per  generator  per  hour.  If  the  cider  vinegar  is  to  be  stored,  a 
small  amount  of  alcohol  should  be  left  in  it.  This  appears  to  keep 
it.  If  it  is  all  converted,  mal-organisms  and  oxidation  may  decom- 
pose the  acetic  acid  to  carbon  dioxide  and  water. 

SOME   ANALYSIS    OF   PURE    CIDER   VINEGAR. 


Rotation  400  mm. 

Acetic 

Alkalinity     P.,0. 

Insol.     Tube  \'eutzke 

Solids 

acid 

of  ash     Per  100  cc. 

P.O.         Scale  to  left. 

1.98 

-1.56 

29                  11 

'  g'               0.4 

2.35  5.15  31  12  8  1.5 

3.10  6.10  33  16  15  2.9 

The  apples  usually  bought  for  cider  purposes  are  the  poor 
colored,  the  knarled,  the  specked,  the  undersized,  the  windfalls, 
and  others  unfit  for  table  use  and  canneries.  They  are  bought 
by  the  hundred  pounds  from  the  farmers.  Sometimes  the  Chi- 
cago plant  procures  from  South  Water  Street  commission  men 
over-ripe  apples  or  fro.st  bitten  ones. 


A  NEW  USE  FOR  RE-ENFORCED  CONCRETE. 


Another  use  for  re-enforced  concrete  is  in  coniiection  with  the 
foundation  for  electrical  generators.  Hitherto  metal  castings, 
weighing  several  tons,  have  been  used  for  the  purjjose.  In  addi- 
lion  to  the  great  saving  in  cost  which  would  result  from  the 
substitution  of  concrete  for  steel,  the  delavs  experienced  in  pro- 
curing such  parts  from  the  manufacturers  would  be  saved,  as  the 
foundations  could  be  manufactured  on  the  site. 


APPLICATION  OF  PROTECTIVE  RELAYS  TO 
CENTRAL  STATION  PRACTICE. 

By  Cliton  E.  Stryker,  '17. 

The  principal  objects  to  be  attained  by  the  use  of  protective 
relays  are:  the  insurance  of  continuous  service,  and  the  protec- 
tion of  apparatus.  These  ends  are  obtained  by  the  use  of  a  great 
variety  of  apparatus  and  many  different  systems  of  connections. 
This  particular  article  treats  of  the  application  of  these  services  to 
but  one  central  station  company  and  should  not  be  assumed  to 
cover  the  entire  field.  However,  as  this  central  station  is  one  of 
the  largest  in  existence  and  covers  a  wide  variety  of  service,  its 
methods  may  be  assumed  to  be  illustrative  of  general  practice. 
Relays  and  other  protective  devices  are  used  on  the  following 
classes  of  apparatus : 

Generators    (steam  driven), 

High  tension  lines  or  feeders, 

Railway  synchronous  converters, 

Railway  D.  C.  feeders  (600  volt), 

Edison  synchronous  converters, 

Edison  D.  C.  feeders   (3  wire — 115  and  230  volt), 

Motor  generator  sets   (frequency  changers). 

Station  transformers, 

Industrial  transformer  banks, 

A-.  C.  high  tension  distribution  circuits, 

Special  applications. 

Generators  (steam  driven). 

Practically  all  central  station  generators  are  alternators,  so  that 
this  type  only  is  considered.  The  protection  needed  on  genera- 
tors is  as  follows- 

Overload, 

Internal  short  circuit, 

Over-speed. 
The  most  approved  practice  at  present  does  not  include  pro- 
tection against  overload,  as  it  is  assumed  that  the  operator  pays 
sufficient  attention  to  his  machines  to  prevent  any  considerable 
overloading.    The  fluctuations  in  load  on  a  large  system  are  rela- 


18 


THE    ARMOUR   ENGINEER      [November,  1920 


tively  slow  and  can  be  taken  care  of  by  manual  operation.  Short- 
circuits  on  lines  are  taken  care  of  by  line  relays  and  the  only 
contingency  which  would  affect  the  alternators  would  be  a  short 
circuit  on  the  station  bus,  which  is  a  very  rare  occurrence.  An- 
other point  of  importance  is  the  fact  that  modern  high  reactance 
alternators  are  largely  self-protective  in  that  their  short  circuit 
current  is  not  great  enough  to  destroy  the  windings.  The  objec- 
tion to  the  use  of  o\erload  relays  is  the  fact  that  they  are  likely 
to  operate  in  the  event  of  a  line  failure  near  the  station,  before 
the  line  is  cleared  by  its  relays.  This  would  cause  a  complete 
interruption  to  service  instead  of  the  interruption  of  only  the  line 
aflFected. 


Fig.    1.       Generator    Protective    Relays. 


The  alternators  are  protected  against  internal  short  circuit  by 
mstantaneous  balanced  relays  which  are  connected  as  in  Fig.  i. 
These  relays  function  in  the  event  of  an  unbalance  in  the  current 
in  any  given  phase  and  trip  all  generator  switches,  the  field 
switch,  and  the  steam  valve.  In  machines  equipped  with  motor 
driven  blowers,  these  are  also  stopped.  In  other  words  the 
machine  is  completely  shut  down.  As  can  be  seen,  the  only 
action  which  would  cause  an  unbalance  in  the  currents  would  be 
a  short  circuit  or  ground  on  a  winding,  which  would  cause  the 
current  to  flow  into  that  winding  through  both  the  phase  lead 
and  the  neutral  lead. 


Vol.  XII,  No.  1]  STRYKER:  PROTECTIVE  RELAYS        19 

The  over-speed  trip  operates  when  the  speed  reaches  a  value 
of  about  115%  of  normal  speed  and  only  trips  the  emergency 
steam  valve.  It  is  not  necessary  to  shut  down  the  electrical  end 
of  the  machine,  as  there  is  practically  no  chance  of  the  system 
frequency  rising  enough  to  cause  any  damage. 
High  tension  lines  or  feeders. 

The  protection  of  direct  stub-end  hnes  or  feeders  is  a  very 
simple  matter,  involving  only  the  use  of  time  limit  overload 
relays.  Unfortunately,  however,  the  stub-end  line  is  a  rarity  in 
the  modern  central  station  system.  Practically  the  entire  high- 
tension  system  is  made  up  of  a  series  of  loops  forming  a  network, 
which  makes  the  protection  of  these  lines  a  complicated  and 
difficult  matter.  Considerations  of  economy  of  copper  and  facil- 
ity of  operation  dictate  that  a  network  be  used,  so  that  it  is 
imperative  that  relay  systems  be  devised  which  will  protect  such 
a  network. 

It  might  be  stated  that  the  problem  of  network  protection  is 
far  from  being  solved  at  the  present  time,  but  that  improvements 
are  being  made  rapidly  and  it  is  hoped  that  network  protection 
will  soon  cease  to  be  the  chief  worry  of  the  central  station  relay 
engineer. 

The   usual  procedure  in   applying   relays  to   a  network  is   to 
divide  it  into  a  number  of  loops  and  work  out  the  protection  of 
each  loop.    A  typical  loop  is  shown  in  Fig.  2.    The  principal  types 
of  relays  used  in  this  work  are : 
Time  limit  overload, 

Unidirectional  overload  (Reverse  power). 
Instantaneous  differential  balanced. 

The  time  limit  overload  relay  (Westinghouse  Type  C  O) 
functions  when  the  current  exceeds  the  setting  value  for  a  pre- 
determined length  of  time.  It  has  inverse  time  characteristics 
in  that  the  greater  the  current  the  quicker  the  relay  will  close. 
This  relay  closes  irrespective  of  the  direction  of  current  flow. 
The  unidirectional  overload  relay  (Westinghouse  Type  C  R)  has 
all  the  above  characteristics  except  that  it  operates  only  when 
the  current  flows  in  a  certain  direction  and  will  not  operate  when 
the  current  flows  in  the  opposite  direction,  regardless  of  the 
value  of  the  current. 

The  differential  balanced  relay  is  a  specially  devised  apparatus 


20 


THE    ARMOUR    ENGINEER     [November,  1920 


<3£.hlCRAT(f^G   ^T^nor^ 


7  20  A 

i.y  sec. 


B 


C 


©t 
CPiL.    C(r?c<^»r  BheaKih 

®    CR    P^etuaY 


*o 


Fig.    2.       Typical    Line    Loop. 


Vol.  XII,  No.  1]  STRYKER:  PROTECTIVE  RELAYS 


21 


for  the  protection  of  service  by  cutting  out  defective  lines  in- 
stantaneously. It  functions  only  in  the  event  that  current  feeds 
into  both  ends  of  a  line,  which  will  only  occur  if  a  short  or 
ground  develops.  It  does  not  protect  the  line  itself  in  any  way 
so  that  it  is  usually  used  in  conjunction  with  other  types  of  relays. 
The  connections  of  a  set  of  differential  balanced  relays  are 
shown  by  Fig.  3.     The  relay  proper  consists  of  two  windings 


- 

Bus 

- 

B>/s 

Fig.    3.       Balanced    Differential    Relay. 


(A  &  B)  so  connected  that  under  any  normal  condition  the 
fluxes  produced  by  the  two  windings  are  in  opposition  and  are 
neutralized,  thus  preventing  the  relay  from  closing.  By  reference 
to  the  diagram  it  will  be  seen  that,  with  a  balanced  load,  no  cur- 
rent will  flow  in  the  relay  circuit  inasmuch  as  the  resultant  of 
the  currents  from  the  line  transformers  is  zero.  In  the  event 
of  an  unbalanced  load,  say  a  load  on  one  phase  only,  currents  will 
flow  in  the  relay  circuit  as  shown  by  the  arrows  and  the  flux  in 
the  relays  will  be  zero.  In  this  connection,  an  unbalanced  load 
is  considered  as  one  in  which  there  is  a  current  in  the  neutral 
conductor.  In  a  system  operating  without  a  neutral  conductor, 
such  a  lack  of  balance  could  be  caused  only  by  a  fault  on  one 
phase  of  a  line,  which  would  permit  a  flow  of  current  thru  the 
ground  to  the  neutral  of  the  generator  grounded  in  the  station. 
As  an  example,  a  fault  on  a  line  beyond  the  one  equipped  with 
the  differential  balanced  relays  would  cause  such  a  current,  but 
this  would  not  operate  the  relays  on  the  line  considered.     If  we 


22  THE    ARMOUR   ENGINEER     [November,  1920 

now  assume  a  fault  at  x  it  is  apparent  that  the  current  will  flow 
into  the  cable  from  both  ends.  This  will  cause  a  reversal  of  the 
current  in  the  coil  A  of  one  of  the  relays  and  will  also  cause  the 
current  in  the  B  coils  to  decrease  in  value.  On  account  of  this 
fact  the  flux  produced  by  the  A  windings  will  not  be  neutralized 
and  the  relay  will  close.  Ordinarily  one  relay  will  function  be- 
fore the  other,  but  this  will  still  further  unbalance  the  current 
and  will  hasten  the  operation  of  the  other  relay. 

The  loop  shown  in  Fig.  2  is  protected  in  the  following  manner : 
l"he  entire  loop  is  protected  from  o\  erload  by  the  overload  relays 
at^  the  generating  station.  These  relays  have  a  high  time  setting 
so  that  a  fault  in  the  loop  will  be  cleared  by  the  other  relays 
before  they  will  operate.  However,  a  long  continued  overload 
will  close  them.  A  fault  on  line  A  will  be  cleared  by  the  opera- 
tion of  the  C  R  relay  on  the  sub-station  end  of  this  line,  and  the 
C  O  relay  at  the  generating  station.  It  should  be  noticed  that  the 
C  R  relay  on  this  line  has  a  lower  time  setting  than  any  of  the 
others  operating  on  current  flow  in  the  same  direction.  This 
insures  that  the  correct  relay  will  operate  and  that  one  nearer  the 
other  end  of  the  loop  will  not  operate  first  and  disconnect  lines 
which  are  not  faulty. 

Lines  B,  D,  and  E  are  equipped  with  C  R  relays  at  both  ends 
with  their  time  settings  so  chosen  that  they  will  not  operate  in 
the  event  of  a  fault  on  any  line  beyond  the  one  on  which  they 
are  installed.  Line  C  is  equipped  with  differential  balanced  relays 
and  cuts  out  instantaneously  in  the  event  of  a  fault  on  the  line 
itself.  One  line  near  the  center  of  the  loop  is  usually  equipped' 
with  this  type  of  relay.  Line  F  is  equipped  in  the  same  manner 
as  line  A. 

The  above  concrete  example  gives  a  general  idea  as  to  the 
manner  of  protecting  line  loops.  From  the  discussion  it  might 
appear  that  it  would  be  best  if  all  lines  were  equipped  with 
dift'erential  balanced  relays.  Perhaps  this  is  true,  but  due  con- 
.sideration  should  be  given  to  the  fact  that  these  relays  require 
that  two  pilot  wires  be  run  the  entire  length  of  the  line,  which 
makes  their  installation  expensive  and  therefore  undesirable  on 
the  score  of  economy. 

In  general,  the  overload  relays  on  lines  at  the  generating  sta- 
tions are  set  at  about  ^SO%  of  full  load  line  current.     The  time 


Vol.  XII,  No.  1]  STRYKER:  PROTECTIVE  RELAYS 


23 


settings  of  the  relays  take  into  account  the  fact  that  oil  circuit 
breakers  require  a  perceptible  length  of  time  to  open,  the  average 
value  of  this  time  for  a  modern  oil  circuit  breaker  (G.  E,  K  12) 
being  0.2  second.  Lines  or  feeders  which  run  from  station  to 
station  are  practically  always  controlled  by  three-phase  circuit 
breakers,  so  that  the  operation  of  a  relay  opens  all  phases  of 
the  line. 

It  can  safely  be  said  that  more  trouble  has  been  had  with  line 
protective  relays  than  with  any  other  form  of  protective  ap- 
paratus.    Many  difficulties  have  developed  after  the  installation 


Fig.    4.       Inverse    Time    Limit    Overload    Relay. 
(G.  E.   Co.      Type  H,  Form  G.) 


of  apparatus  and  have  been  removed  only  with  great  expense. 
As  an  example,  several  earlier  designs  of  balanced  relays  proved 
to  be  absolute  failures  on  account  of  inductive  and  capacity  effects 
of  the  line  currents  on  the  pilot  wires.  Even  the  apparatus  here 
described  is  not  perfect.  The  differential  balanced  relay  will  not 
function  in  the  event  of  a  fault  on^  a  line  which  is  perfectly  bal- 
anced on  all  phases.  A  relay  system  has  been  devised  which 
will  function  correctlr  on  any  and  all  faults  but  it  requires  three 
pilot  wires  and  six  relays  on  each  line  and  is  therefore  too  ex- 
pensive to  be  considered  except  for  special  cases.  Operating 
experience  has  shown  that  with  high  time  settings  on  the  C  O 
relays  at  the  generating  stations,  a  fault  on  the  line  directly  out 
of  the  station  may  cause  a  disastrous  system  disturbance  before 


24  THE    ARMOUR   ENGINEER     |  November,  1920 

the  relay  operates.  To  obviate  this  condition,  instantaneous  relays 
with  extremely  high  current  settings  have  been  installed  in  some 
cases  in  addition  to  the  other  equipment,  which  will  operate  in 
the  event  of  a  fault  on  the  line  directly  out  of  the  station.  These 
relays  are  set  so  high  that  the  impedance  to  a  fault  on  any  line 
beyond  the  first  substation  will  limit  the  current  to  such  a  value 
that  the  relay  will  not  close. 

Railway  Synchronous  Converters. 

Synchronous  converters  in  railway  service  are  subject  to  sud- 
den and  wide  variations  in  load  and  must  be  protected  accord- 
ingly. The  standard  railway  D.  C.  voltage  is  600,  which  mean? 
that  arcing  and  flashing  troubles  are  likely  to  be  serious.  Con- 
verters are  equipped  with  circuit  breakers  on  both  the  A.  C.  and 
D.  C.  ends,  and  relays  can  be  applied  accordingly. 

Ordinary  overloads  on  railway  converters  are  taken  care  of 
by  the  overload  trip  on  the  D.  C.  circuit  breaker,  which  is  set  for 
125^  load.  This  takes  care  of  sudden  swings  and  allows  the 
machine  to  continue  running  from  the  A.  C.  supply.  Service  can 
therefore  be  restored  ven,-  quickly,  which  would  not  be  the  case 
if  the  A.  C.  circuit  breaker  opened  and  shut  down  the  machine. 
Machine  failure  is  taken  care  of  by  the  overload  relays  in  the 
A.  C.  circuit  which  are  set  to  operate  instantaneously  on  350^ 
load.  Standard  bellows  type  (G.  E.  Type  P)  relays  are  used  for 
this  work. 

As  railway  machines  are  subject  to  flashovers,  special  relays 
are  provided  to  take  care  of  this  contingency.  The  converter 
frames  are  insulated  from  ground  except  that  they  are  connected 
to  ground  through  the  fiashover  relay  coil.  Therefore,  all  ground 
current  passes  through  this  relay.  Most  flashovers  develop  be- 
tween the  commutator  and  machine  frame,  which  causes  current 
to  flow  through  this  relay.  The  relay  will  then  close  and  will 
open  both  the  .-\.  C.  and  D.  C.  circuit  breakers,  thus  cutting  the 
machine  ofif  completely. 

The  other  ])rotective  de\ice  used  on  railway  converters  is  the 
overspeed  trip.  As  is  well  known,  an  inverted  synchronous  con- 
verter feeding  a  highly  reactive  load  will  operate  with  a  greatly 
weakened  field  and  may  easily  reach  dangerous  speeds.  If  a  fault 
occurs  on  a  transmission  line  feeding  a  converter  which  is  con- 
nected to  a  D.  C.  system  also  supplied  by  other  converters  this 


Vol.  XII,  No.  1]  STRYKER:  PROTECTIVE  RELAYS        25 

exact  situation  is  likely  to  occur,  with  disastrous  results.  Con- 
verters are  therefore  equipped  with  overspeed  devices  which  open 
the  D.  C.  circuit  breakers  in  the  event  of  the  machine  reaching 
115^  of  synchronous  speed.  Railway  converters  are  also  equip- 
ped with  low  voltao^e  releases  on  the  D.  C.  circuit  breaker,  which 
will  open  this  breaker  in  the  event  that  the  D.  C.  bus  voltage 
drops  to  a  low  value. 

Railways  D.  C.  Feeders   (600  volts). 

The  railway  D.  C.  feeders  are  protected  by  overload  circuit 
breakers  which  will  open  in  the  event  of  an  overload  or  short 
circuit  on  the  trolley  section  supplied  by  the  feeder.  In  the 
system  under  discussion  the  railway  D.  C.  distribution  system  is 
cut  into  short  sections,  which  are  not  interconnected,  so  that  the 
difficulties  incident  to  a  network  are  not  encountered. 

Edison  Synchronous  Converters. 

The  Edison  three-wire  115-230  volt  D.  C.  system  is  also  sup- 
plied by  synchronous  converters  but  as  this  service  is  essentially 
a  constant  load  proposition,  the  method  of  protection  is  different 
than  that  applied  to  railway  converters.  In  addition  to  this,  most 
Edison  systems  are  very  intricate  networks,  which  change  the 
situation  as  to  the  protection  required.  It  has  been  found  that  it 
is  very  undesirable  to  have  instantaneous  overload  relays  on 
machines  in  this  service,  as  the  possibility  of  service  interruption 
is  too  great.  For  this  reason,  the  only  overload  protection  on 
Edison  system  converters  is  furnished  by  time  limit  relays  on  the 
A.  C.  side  of  the  machine.  These  relays  are  set  to  operate  on 
330%  of  full  load  current  in  2  seconds.  They  will  operate  m- 
stantaneously  on  a  current  in  excess  of  440^  full  load  value. 

Inasmuch  as  these  machines  are  operated  in  parallel  on  a  net- 
work which  also  carries  floating  storage  batteries,  it  is  necessary 
to  provide  reverse  current  protection.  The  reverse  current  relays 
operate  in  the  event  of  D.  C.  feeding  back  into  the  converter  and 
open  the  D.  C.  circuit  breakers.  Overspeed  protection  is  the 
same  as  on  railway  machines.  It  is  essential  that  both  D.  C. 
circuit  breakers  open  simultaneously  as  these  are  three-wire 
machines,  and  if  only  one  breaker  opened,  current  would  still 
flow  through  the  other  side  of  the  machine  and  the  neutral.  This 
condition  would  perhaps  be  worse  than  if  both  circuit  breakers 
remained  closed. 


26 


THE    ARMOUR   ENGINEER      [November,  1920 


Edison  D.  C.  Feeders  (3  wire — 115  and  230  volt). 

The  feeders  on  the  Edison  system  are  tied  into  a  network 
which  is  extremely  comphcated.  It  was  found,  early  in  the 
operation  of  such  a  system,  that  ahnost  any  method  of  protec- 
tion would  be  a  failure.  For  this  reason,  the  present  practice  is 
to  tie  these  feeders  direct  to  the  busses,  no  fuses  or  circuit  break- 


WATTMETER 
CONTACTS  CON-_ 
TROLLING  CON- 
TACTOR SWITCH 

DISK  OF  WATT- 
METER [lEMENT 

DAMPING 
MA6NE:T5 

TORQUE 

COMPENSATOR 

CURRENT  AD- 
JUSTING PLATE 

TIME  INDEX  ^^ 
LEVER  AND  SCALE 

DISK  Of  EXCESS 

CURRENT 

ELEMENT 

DAMPING 
MAGNETS 


MAINFRAME  OF 
[-WATTMETER 
ELEMENT 


TIME  CURVE 


CONTACTOR 

SWITCH 

CONTACTS 


EXCESS 

CURRENT 
(-^CONTACTS  IN 
SERIES  WITH 
WATTMETER 
CONTACTS 


MAIN  FRAME  Of 
EXCESS 
CURRENT 
ELEMENT 


Fig.  5. 


ers  being  used.  In  case  a  cable  grounds,  the  only  manner  in 
which  it  could  be  cleared  would  be  for  it  to  bum  off,  which 
usually  happens  without  any  serious  disturbance  to  the  system. 
It  should  also  be  noted  that  failures  on  these  cables  are  extremely 
rare. 

Motor  Generator  Sets  (Frequency  Changes). 

Motor  generator  sets  or  frequency  changers  are  used  to  con- 
vert 25  cycle  energy  to  60  cycle  or  vise  versa.  They  are  used 
mostly  as  emergency  machines  in  the  case  of  a  shortage  of  power 
on  either  system.    The  two  units  in  these  machines  are  protected 


Vol.  XII,  No.  1]  STRYKER:  PROTECTIVE  RELAYS        27 

separately  by  overload  relays.  As  these  machines  are  used  prin- 
cipally to  change  from  25  cycle  to  60  cycle,  the  60  cycle  generator 
relays  are  set  for  lower  current  values  than  the  25  cycle  motor 
relays.  Typical  setting  values  are  200^  load  on  the  generator  and 
220^  load  on  the  motor,  both  values  being  based  on  two  second 
operation. 

Station  Transformers. 

Three  phase  transformers  are  used  to  transform  60  cycle 
power  from  the  transmission  voltage  (12000)  to  the  high  tension 
distribution  circuit  voltage  (4000).  These  transformers  were 
originally  protected  by  overload  relays  on  the  primary  and  sec- 
ondary arranged  to  operate  the  same  as  those  on  motor  gener- 
ator sets.  It  was  later  found  to  be  desirable  to  eliminate  these 
overload  relays  and  use  instead  differential  relays  which  would 
operate  only  in  case  current  fed  into  the  transformer  in  both 
primary  and  secondary.  These  relays  of  course  do  not  protect 
the  transfomiers  but  only  insure  continuity  of  service  by  clear- 
ing defective  apparatus  from  the  system. 

A  serious  difficulty  was  discovered  in  the  application  of  this 
type  of  relay  because  of  the  fact  that  a  failure  on  a  secondary 
bus  would  not  be  cleared  until  all  lines  feeding  the  station 
opened.  This  was  overcome  by  the  addition  of  time  limit  over- 
load relays  on  the  primary  of  the  transformers  with  very  high 
settings.  These  were  intended  to  operate  only  when  the  current 
rose  to  short-circuit  value. 
Industrial  Transformer  Banks. 

The  present  tendency  in  supplying  large  customers  is  to  furnish 
them  energy  from  transformer  banks  connected  directly  to  the 
transmission  system.  These  banks  present  a  somewhat  special 
problem  as  they  are  usually  operated  without  an  attendant.  It  is 
therefore  desirable  to  limit  the  operation  of  protective  devices 
to  extreme  emergencies.  These  banks  always  supply  no,  220,  or 
440  volt  power  direct  to  the  customer's  switchboard,  which  is 
equipped  with  the  usual  circuit  breakers.  These  circuit  breakers 
are  accessible  to  the  customer's  employees  and  are  therefore  set 
to  open  in  the  event  of  overloads,  etc.,  on  the  customer's  prom.- 
ises.  The  oil  circuit  breakers  on  the  primary  of  the  transformers 
are  ordinarily  in  a  locked  room  and  therefore  their  opening  may 
mean  that  service  will  be  interrupted  for  a  considerable  length  of 


28  THE    ARMOUR    ENGINEER      [November,  1920 

time.  Accordingly,  the  primary  relays  are  set  to  operate  on  6oo% 
full  load  current,  which  could  only  flow  in  the  event  of  a  trans- 
former failure  or  failure  of  the  secondary  circuit  breakers. 

A.  C.  H'ujb  Tension  Distribution  Circuits. 

These  circuits  are  all  stub-ended  and  feed  from  the  station 
4000  volt  bus.  The  requircnients  in  this  case  are  completely 
covered  by  the  use  of  time  limit  overload  relays  set  to  open 
instantaneously  on  300^  of  full  load  current.  The  distribution 
transformers  connected  to  these  circuits  are  ])rotected  by  stand- 
ard pole-type  cutouts. 

Special  Applications. 

There  are  many  special  api)lications  of  protective  devices  in  the 
modern  central  station  system.  Among  these  may  be  mentioned : 
no  voltage  alarm  relays  to  notify  the  operator  in  case  a  bus  goes 
dead,  reverse  phase  relays  to  protect  motors,  no  current  relays 
for  the  same  purpose,  and  watt  relays  to  open  feeders  when  a 
certain  amount  of  power  has  passed. 

The  foregoing  discussion  should  indicate  that  the  modern  ten- 
dency is  to  protect  the  service  rather  than  the  apparatus.  As 
reliability  is  one  of  the  principal  advantages  of  central  station 
service  it  is  of  paramount  importance  that  continuity  of  service 
be  maintained,  even  at  the  cost  of  damaging  apparatus. 

The  problems  of  protection  have  grown  in  proportion  to  the 
size  of  the  central  station  systems  and  are  today  of  great  magni- 
tude. \\'hen  it  is  remembered  that  there  are  systems  in  operation 
with  a  connected  load  of  500.000  kilowatts  and  that  the  short- 
circuit  energ}-  of  such  a  system  may  be  many  times  this  value,  it 
will  be  realized  what  measure  of  protection  is  needed  if  apparatus 
is  not  to  be  destroved  and  r.enice  rendered  iiureliable. 


SALESMANSHIP. 

By   Harry   Clay    Coffeen. 

Life  Lisurance  Specialist,  with  Chicago  Agency  of 
Northwestern   Mutual   Life   Ins.   Co. 

Salesmanship  is  the  process  by  which  a  sale  is  consummated. 
A  sale  is  made  any  time  a  person,  who  owns  or  controls  a  thing 
or  an  idea,  brings  another  to  think  nearly  enough  the  same  about 
it,  to  become  its  possessor  and  to  pay  the  price  asked  as  equivalent. 

We  are  given  to  thinking  of  only  a  small  group  of  engineers  as 
salesmen,  when  the  facts  are,  that  every  succesful  one  among 
tliem  is  a  salesman.  Not  only  are  they  salesmen  of  machines,  but 
of  ideas,  and  no  original  suggestion  or  new  plan  is  put  into  opera- 
tion, except  thiough  selling  it  to  those  who  need  it. 

Certainly  no  one  ever  went  to  work  for  another  in  the  most 
indifferent  capacity,  without  selling  his  services  to  his  future 
employer.  Thus  no  matter  what  wonders  you  are  able  to  produce 
in  ideas  or  goods,  if  you  cannot  sell  them  broadly  to  those  to 
whom  they  will  prove  helpful^  the  world  will  miss  what  should 
rightly  be  your  contribution  to  its  progress. 

There  are  volumes  written  on  this  subject  of  salesmanship, 
particularly  of  late,  on  the  apphcation  of  the  principles  of 
psychology  to  its  effective  practice.  The  purpose  of  this  article 
is  to  interest  you  sufficiently  to  start  you  reading  on  the  subject. 
Having  started,  the  wealth  of  interest  and  information  will  keep 
you  studying  toward  the  desired  results. 

The  background  of  salesmanship  of  goods  is  confidence,  train- 
ing, and  experience. 

There  must  be  confidence  in  the  goods,  based  on  detailed  infor- 
mation of  them,  confidence  in  the  organization  producing  the 
goods,  and  confidence  in  yourself,  as  to  your  ability  and  prepara- 
tion to  present  to  a  buyer  a  comprehensive  view  of  these  goods 
and  what  they  will  do ;  all  this  produces  confidence  in  the  buyer 
himself,  which  is  fundamental  to  a  satisfied  and  lasting  relation- 
ship of  client  to  salesman. 

There  must  be  training  in  the  detailed  knowledge  of  goods  and 
of  their  manufacture,  in  the  understanding  of  the  field  in  which 
they  are  to  be  sold,  and  in  the  comprehension  of  the  principles 
of  applied  psychology,  which  will  bring  the  minds  of  the  buyer 
and  salesman  together.  This  leads  among  other  things,  to  eco- 
nomical use  of  time  and  thought  in  attaining  results. 

There  must  be  experience  in  actual  selling.    One  must  know  as 


30  THE    ARMOUR   ENGINEER     [November,  1920 

the  result  of  his  own  work  tliat  certain  suggestions  will  lead  to 
attention,  so  he  may  be  heard;  tliat  others  will  lead  to  interest- 
provoking  tjuestions  which  will  lead  to  understanding,  and  that 
answering  objections  effectively  will  create  desire.  Finally  he 
must  know  of  his  oun  motion  how  desire  must  be  molded  into 
action. 

Salesmanship  is  founded  on  scientific  principles,  hut  is  an  art, 
in  that  it  must  be  "practiced  to  make  perfect." 

The  goal  of  salesmanship  is  service.  Temporary  success  may 
lie  based  on  a  fad,  or  on  a  weakness,  but  permanent  rewards 
come  from  meeting  a  real  need. 

The  above  suggested  principles  are  particularly  applicable  to 
my  own  business,  that  of  "selling''  policies  of  life  insurance  to 
indi\idual  buyers. 

()!ie  must  have  confidence  in  the  institution  itself,  must  believe 
in  the  almost  universal  need  for  its  service  and  that  it  fills  that 
need,  even  to  being  the  greatest  economic  stabilizer  the  business 
world  has  e\er  known.  He  must  believe  in  the  soundness  of  his 
company  back  of  the  policy  and  that  the  experts  in  each  depart- 
ment practice  scientifically  sound  principles,  from  selection  of 
risks  and  collection  of  the  funds,  through  safe  and  profitable 
investment,  to  honest  distribution  to  beneficiaries  served. 

In  order  to  have  and  hold  the  desirable  degree  of  confidence 
in  one's  own  ability  to  broadly  serve  his  clientele,  he  must  be  a 
thorough  student  of  this  subject.  He  must  not  only  understand 
in  detail  the  foundation,  the  meaning  and  the  effect  of  each  clause 
in  policy  contracts  of  all  kinds,  but  he  must  appreciate  people's 
needs  based  on  changing  business  economics,  in  which  latter  he 
must  keep  up  to  date. 

Finally  after  full  preparation  and  thoroughly  selling  one's  self, 
the  greatest  necessity  is  actual  practice  in  getting  one's  ideas  into 
the  minds  of  others.  To  an  attentive  and  earnest  student  of  one's 
own  jjrogress,  his  continuallv  changing  methods  are  a  source  of 
constant  and  pleasurable  interest. 

One  of  the  most  helpful  first  books  on  this  general  subject  is 
"The  Selhng  Process."  by  Norval  A.  Hawkins  of  Detroit.  If 
you  are  the  least  interested  you  ought  to  see  it  in  the  library  and 
if  you  intend  to  engage  in  actual  selling  you  ought  to  own  a  copy 
of  the  book.  Reading  some  such  text  will  broaden  your  views 
and  it  may  lead  you  to  conclude  that  selling  will  prove  a  profitable 
and  satisfying  occupation  for  you. 


SPECIAL  TESTING  EQUIPMENT— MECHANICAL 
ENGINEERING  DEPARTMENT. 

By   G.   F.   Gebhardt. 

Scientific  Research  in  the  Mechanical  Engineering  Department 
of  the  Armour  Institute  of  Technology  has  been  conducted  chiefly 
in  connection  with  Senior  theses  for  the  degree  of  Bachelor  of 
Science  in  Mechanical  Engineering.  Notwithstanding  the  limited 
time  available  for  this  class  of  work  and  the  inexperience  of  the 
student  investigators,  very  creditable  results  have  been  obtained. 
No  attempt  will  be  made  to  enumerate  the  various  problems  inves- 
tigated in  this  connection,  but  a  brief  description  of  some  of  the 
more  important  and  novel  testing  equipment,  most  of  it  con- 
structed by  the  students,  may  be  of  interest. 

Automobile-Tire  Shock-Absorption  Machine:  Two  general 
types  of  machines  have  been  developed  for  comparing  the  shock- 
absorption  properties  of  automobile  tires — the  "service"  and  the 
"laboratory."  The  former  consists  essentially  of  a  modified 
seismograph  mounted  on  the  automobile  chassis  for  recording  the 
vibrations  under  road  conditions,  and  the  latter  a  specially  de- 
signed "bumping"  machine  for  recording  the  displacement  of  the 
axle  when  the  tire  rides  over  an  artificial  obstruction. 

The  tire  to  be  tested  is  mounted  on  a  suitable  automobile  wheel 
and  axle  and  when  rotated  by  means  of  a  motor  drives  a  pulley 
attached  to  an  absorption  dynamomoter.  A  small  block  attached 
to  the  periphery  of  the  pulley  constitutes  the  obstruction.  The 
wheel  is  loaded  by  means  of  dead  weights  attached  to  a  spring- 
mounted  beam  near  the  bottom  of  the  machine.  The  end  of  the 
spring  is  flexibly  connected  to  a  ball  bearing  housing  encir- 
cling the  driving  shaft.  The  housing  is  constrained  by  ball 
bearing  guides  to  move  in  a  vertical  direction  only,  and  its  dis- 
placement is  recorded  on  a  revolving  chart  through  the  agency 
of  a  pantagraph.  With  this  device  it  is  possible  to  test  tires  for 
shock-absorption  under  exactly  parallel  conditions,  as  regards 
dead  load,  speed,  power  and  height  of  obstruction. 

Horsepower  Meter:  One  of  the  most  ingenious  and  useful  of 
the  various  testing  outfits  in  the  gas  engine  laboratory  is  the 
horsepower  meter  shown  diagrammatically  in  Fig.  i.  This  ap- 
paratus enables  the  driver  of  a  chassis  to  determine  the  traction 


32 


THE    ARMOUR    ENGINEER      [November,  1920 


effort  and  the  horsepower  delivered  to  the  rear  wheels  at  any 
instant  without  the  need  of  calculation.  The  chassis  is  backed  up 
on  the  test  platform  so  that  tlie  rear  wheels  engage  with  corre- 
sponding pulleys  of  an  absorrition  dynamometer  and  the  frame  of 
the  vehicle  is  attached  to  Mn  indicating  traction  dynamometer. 
The  dri\er  then  needs  t)nly  to  drive  the  machine  at  various  speeds, 
and  the  traction  effort  and  horsepower  developed  at  the  rear 
wheels  are  automaticallv  indicated  bv  the  mechanism  of  the  meter. 


TACHOMETER 


riexib/e  Shaft  io 
Dynamometer 


Referring  to  Fig.  i,  rotation  of  the  rear  tires  is  transmitted 
to  the  two  large-diameter  wheels  of  the  dynamometer.  The  brake 
load  on  the  dynamometer  arm  is  transmitted  through  a  copper 
tube,  from  an  oil  filled  chamber  on  a  platform  scale,  to  an  oil 
reservoir  as  indicated.  The  oil  pressure,  through  the  agency  of 
a  mercury  column,  actuates  a  balanced  float,  the  movement  of 
which  is  transmitted  to  an  endless  roll  of  paper.  The  displace- 
ment of  the  paper  roll  is  a  direct  measure  of  the  torque  since 
the  brake  arm  is  of  constant  length.     The  brake  is  of  the  Alden 


Vol.  XII,  No.  1]  GEBHHARDT:    TESTING   EQUIPMENT  33 


Fig.  2.     Belt  Testing  Machine. 


dynamometer  type,  and  the  load  required  to  absorb  the  power  is 
controlled  hydraulically  from  any  convenient  point. 

The  speed  of  the  dynamometer  is  transmitted  through  flexible 
shafting  to  a  special  tachometer  so  arranged  that  the  index  needle 
moves  axially  across  the  paper  drum.  The  intersection  of  the 
tachometer  index  with  that  of  the  torque  index  gives  the  horse- 
power directly.     Thus  a  glance  at  the  meter  proper  gives  the 


34  THE    ARMOUR   ENGINEER      [November,  1920 

load  on  the  scale  in  pounds,  the  torque  in  foot-pounds,  the  speed 
of  the  dynamometer  in  revolutions  per  minute,  and  the  horsepower 
developed  at  the  rear  wheels.  The  scale  beam  offers  a  check  on 
the  float  mechanism,  and  a  small  set  screw  in  the  body  of  the  oil 
chamber  permits  adjustments  to  be  made  for  any  temperature 
variation  therein. 

Belt  Testing  Machine:  The  unusual  feature  of  this  device  lies 
in  the  method  of  speed  measurement.  The  horsepower  input  and 
output,  total  tension  and  srretch  are  obtained  by  the  usual  lab- 
oratory appliances,  though  attention  should  be  called  to  the  use 
of  an  electric  cradle  dynamometer  for  measuring  power  input, 
and  the  liberal  use  of  ball  bearings  for  eliminating  sliding  friction. 
The  speed  of  the  driving  and  the  driven  pulley,  slips  and  creeps 
of  the  belt  are  measured  photographically.  Two  continuous 
speed  counters,  connected  by  flexible  shafting  to  the  driving 
pulley  and  driven  pulley  respectively,  are  mounted  together  with 
a  split-second  watch  under  a  long  focus  camera.  By  means  of  a 
number  of  nitrogen  filled  lamps  sufficient  illumination  is  effected 
to  photograph  the  counters  and  watch  in  one  twenty-fifth  of  a 
second.  By  comparing  the  photograph  taken  at  the  beginning  of 
the  run  with  that  at  the  end,  the  total  number  of  revolutions  for 
each  counter  and  the  elapsed  time  to  one-fifth  of  a  second  may  be 
readily  obtained.  The  counters  and  watch  operate  continuously, 
so  that  no  contact  mechanism,  releases,  or  clutches  are  necessar\' 
when  beginning  or  completing  a  run.  A  difference  of  one  revo- 
lution in  30,000  per  unit  of  time  is  obtained  with  the  same  degree 
of  accuracy  as  one  in  fifty. 

Thermal  Conductometer :  This  is  a  particularly  accurate  in- 
strument designed  for  measuring  the  heat  flow  through  materials 
such  as  are  generally  used  in  cold  storage  construction.  Among 
such  materials  may  be  mentioned  cork  board,  mineral  wool,  lath, 
rock  cork,  etc.  The  instrument  may  be  used  to  measure  heat 
flow  through  any  material  that  can  be  prepared  in  fiat  slabs  or 
plates.  It  consists  essentially  of  three  flat  plates,  each  approxi- 
mately 18  inches  square.  One  is  provided  with  a  winding  of  re- 
sistance ribbon  distributed  uniformly  over  the  surface,  through 
which  a  current  of  electricity  may  be  passed  to  heat  the  plate. 
The  other  plates  are  made  iioUow  and  are  kept  cool  bv  circulat- 
ing water  through  them. 


Vol.  XII,  No.  1]    GEBHHARDT:    TESTING    EQUIPMENT 


35 


When  the  instrument  is  in  use,  the  hot  plate  is  set  uj  in  a  verti- 
cal position  with  a  cold  plate  on  each  side.  Two  samples  of  the 
material  to  be  tested  are  prepared  and  placed  one  on  each  side 
of  the  hot  plate  between  Lhe  latter  and  one  of  the  cold  plates. 
Thus  the  heat  generated  in  the  hot  plate  passes  through  the  test 
material  on  both  sides  and  into  the  water-cooled  cold  plates. 


Fig.   3.      Thermal   Conductometer. 

From  the  resistance  of  the  winding  on  the  hot  plate  and  the 
current  used  the  hear  input  is  readily  calculated.  The  tempera- 
ture difference  between  the  liot  plate  and  the  cold  plate  is  meas- 
ured by  copper-constant  thermocouples  connected  to  a  portable 
galvanometer.  Thus  since  the  rate  at  which  heat  is  given  off  per 
unit  surface  on  the  hot  plaie  is  known,  and  also  the  temperature 
difference  between  the  hot  plate  and  the  cold  plate,  the  heat 
passing  through  the  material  per  degree  of  temperature  dif- 
ference is  easily  determined. 

Oil  Friction  Machine :  Iii  basic  principle  this  device  is  similar 
to  the  "Thurston  Railroad  Oil  Tester"  but  differs  considerably 
in  detail.    It  is  capable  of  measuring  friction  loads  as  high  as  700 


36 


THE    ARMOUR   ENGINEER     [November,  1920 


Fig.  4.      Oil    Friction    Machine. 


lbs.  per  sq.  inch  of  bearing  surface.  The  boxes  surrounding 
are  jacketed  so  that  any  uniform  temperature  ranging  from  - — 20 
deg.  F.  to  400  deg.  F.  may  be  maintained.  For  the  lower  tempera- 
tures refrigerated  brine  is  circulated  through  the  jackets  and 
for  the  higher  ranges  high  pressure  steam  is  used.  With  this 
device  it  is  not  necessary  to  establish  therm)al  equilibrium  between 
bearing  friction  and  heat  dissipation  from  the  machine,  as  is  the 
case  with  un jacketed  oil  friction  machines.  Total  pressure,  si)eed, 
and  temperature  may  be  varied  independently. 

Ball  Bearing  Friction  Machine:  This  machine  (Fig.  5)  differs 
from  that  ordinarily  designated  for  this  purpose  in  that  both 
radial  and  end  load  friction  may  be  determined  simultaneously 
or  separately.  The  variou.-  levers  exerting  pressure  on  the  bear- 
ings are  so  proportioned  tliat  one  set  of  weights  suffices  for  all 


Vol.  XII,  No.  1]    GEBHHARDT:    TESTING    EQUIPMENT  37 


Fig.  5.     Ball  Bearing  Friction  Machine. 


conditions  of  loading.  The  device  consists  essentially  of  four 
ball  bearing  cages  (two  rigid  and  secured  to  the  frame  and  two 
floating  but  constrained  against  rotation)  fitted  with  bearings 
and  riding  on  a  special  heat-treated  shaft.  The  radial  load  is 
applied  to  the  bottom  of  the  two  center  cages,  and  since  all  bear- 
ings are  equal  distances  apart,  this  radial  load  is  uniformly  dis- 
tributed over  each  bearing  The  end  loads  are  applied  through 
the  agency  of  suitable  levers  to  the  bearing  cages  in  such  a  man- 
ner that  all  end  thrusts  are  obviated  except  those  incident  to  the 
bearings  themselves.  The  shaft  is  free  to  move  axially,  and  the 
power  absorbed  in  overc-ming  friction  is  measured  by  means 
of  a  sensitive  electric  cradle  dynamometer.  The  entire  con- 
struction is  such  that  only  the  friction  of  the  bearings  is  meas- 
ured by  the  dynamometer. 

Boiler   Control    Board :      In   the  boiler   room   the   instrument 
board  is  of  interest.     It  is  plainly  visible  to  the  fiieman  when 


38 


THE    ARMOUR   ENGINEER     [November,  1920 


operating  the  boiler  and  contains  only  indicating  instruments,  as 
the  recording  elements  are  located  in  the  engine  room.  This 
board  enables  the  firemen  to  note  the  flow  of  steam,  flow  of  feed 
water,  flue  temperature,  si  cam  pressure,  draft  pressure  drops 
through  fuel  bed,  furnace,  and  boiler,  and  the  percentage  of  CO2 
in  the  flue  gases  at  any  instant.  In  this  respect  it  differs  in  no 
way  from  a  number  of  test  boards  in  general  practice.     The  dis- 


Fig.   6.      Boiler  Control   Board. 


tinguishing  features  lie  in  the  addition  of  a  control  valve,  adjacent 
to  the  draft  gages,  for  opening  and  closing  the  boiler  damper, 
and  a  fuel  counter.  By  turning  the  handle  of  the  control  valve 
the  opening  of  the  damper  may  be  regulated  to  suit  conditions, 
and  the  effect  is  at  once  visible  on  the  draft  gauges.  An  indicat- 
ing needle,  in  plain  view  of  the  firemen  but  not  mounted  on  the 
board,  shows  the  amount  the  damper  is  open.  Since  the  coal 
burned  is  a  washed  nut  of  uniform  size,  the  height  of  the  coal 
gate  and  the  speed  of  the  chain  are  direct  functions  of  the 
weight  of  coal  burned.    Thus  an  ordinary  electric  counter,  actu- 


Vol.  XII,  No.  1]    GEBHHARDT:    TESTING    EQUIPMENT 


39 


Fig.  7.     Impact  Machine. 


?.ted  by  the  driving  gear  of  the  chain  grate  and  calibrated  for  the 
given  size  of  fuel  and  gate  opening,  records  the  weight  of  coal 
fired.  Numerous,  tests  shovv  a  maximum  error  of  only  2  per 
cent  between  the  counter  leadings  and  the  fuel  as  actually 
weighed.    A  special  lachometer  has  just  been  constructed  which 


40  ■  THE    ARMOUR   ENGINEER     [November,  1920 

will  show  the  rate  of  combustion,  pounds  of  coal  per  hour  and 
per  square  foot  of  grate  area  per  hour  at  any  instant.  They  will 
be  mounted  on  the  board  and  will  take  the  place  of  the  present 
counter. 

Impact  Machine :  This  is  one  of  the  few  machines  of  large  size 
in  the  country.  The  top  is  a  simple  steel  casting  weighing  9000 
lbs.  and  having  a  maximum  drop  of  20  feet.  It  is  lifted  by  an 
electromagnet  actuated  by  a  10  horsepower  motor.  This  device 
is  used  primarily  for  determining  influence  of  impact  on  heavy 
railway  appliances,  such  as  draft  gears,  springs,  knuckles  and  the 
like. 


A.   S.   M.  E.   ORGANIZES  MATERIALS   HANDLING 

SECTION 


Four  hundred  members  of  the  American  Society  of  Mechani- 
cal Engineers  have  orgaiuzed  themselves  into  a  "Professional 
Section  on  Material  Handlmg,"  and  will  provide  primarily  a 
common  channel  of  intercourse  between  all  the  technical  and  in- 
dustrial organizations  co-operating  in  the  solution  of  engineering 
problems  connected  with  the  handling  and  distribution  of  mate- 
rials and  products. 

This  section  will  aim  to  be  a  bureau  of  information — com- 
plete in  its  scope,  specific  in  its  knowledge  of  the  physical  and 
economic  conditions,  and  unbiased  in  its  conclusions. 


A  NEW  FACTORY. 

By  P.  G.    Odgers. 

The  outlook  for  the  future  of  American  industry  is  indeed 
promising  due  to  the  fact  that  the  pohcy  adopted  by  a  large 
number  of  industrial  leaders  has  in  recent  years  been  shaped  so 
as  to  include  a  "square  deal"  for  the  employees,  and  the  best  that 
architecture  can  provide  in  the  way. of  buildings  and  grounds, 
designed  and  constructed  to  suit  each  particular  business,  and  to 
reduce  to  a  minimum  the  cost  of  production  and  liandling  of 
goods. 

Among  these  is  the  plant  -A  Bunte  Brothers,  now  under  course 
of  construction  on  one  of  the  principal  thoroughfares  of  the 
west  side  of  Chicago.  Th'.'  site  is  an  ideal  one  for  a  business 
such  as  will  be  housed  here.  It  covers  an  entire  block,  while  the 
principal  street,  the  one  on  which  the  buildmg  faces,  is  a  magni- 
ficent boulevard  of  exceptional  width.  The  parkways  flanking 
the  boulevard  contain  beautiful  trees,  an  asset  which  in  some 
localities  takes  many  years  to  acquire. 

The  plant  consists  of  the  main  building,  occupying  an  area  of 
75000  square  feet,  with  provision  for  ample  extension  in  the  future. 
Directly  to  the  rear  is  a  power  house  containing  the  last  word  in 
equipment.  The  power  house  is  adjacent  to  the  main  division  of 
a  large  railroad,  and  switch  tracks  from  the  main  building  and 
the  power  house  connect  wich  this  railroad. 

The  building,  plans  of  wlrch  were  prepared  by  Messrs.  Rich- 
ard E.  Schmidt.  Garden,  and  Martin,  architects,  and  Mr.  T.  W. 
McNeill,  mechanical  engin'jcr,  is  so  designed  that  all  the  re- 
quirements for  this  particular  business  have  in  every  way  been 
satisfied,  and  the  future  development  of  the  plant  can  proceed  at 
any  time  without  interference  or  disarrangement  to  the  present 
project. 

The  main  building  in  plan  is  T  shaped,  the  stem  of  the  T 
being  at  right  angles  to  the  principal  street,  and  includes  four 
stories  and  basement,  with  a  square  tower  over  the  front  portion 
of  the  central  wing,  extend'iig  five  stories  above  the  roof  of  the 
main  building. 

The  main  building  is  fireproof  throughout  and  of  skeleton 
construction,  the  structural  parts  being  of  reinforced  concrete. 
In  the  construction  of  the  floors  the  S.  M.  I.  system  of  flat  slabs 


42 


THE    ARMOUR   ENGINEER     [November,  1920 


was  used,  and  with  a  spac.ig  of  interior  columns  of  20  ft.  6  in. 
center  to  center,  it  gives  to  the  working  space  a  maximum  clear 
story  height  as  well  as  the  greatest  possible  unobstructed  area. 
The  exterior  design  bears  a  dignified  appearance  of  pleasing 
proportion  and  lines.  The  keynote  of  the  facades  art  the  pro- 
jecting brick  piers  which  epciose  the  structural  columns. 


This  scheme  carries  a  utilitarian  purpose  in  that  i*  leaves  the 
interior  wall  surfaces  flush,  with  r>o  columns  projecting  into  space 
which  can  be  used  to  advantage.  In  this  particular  instance  it 
allow's  of  the  use  of  a  numoer  of  horizontal  conveyor-  extending 
cJong  the  exterior  walls,  with  no  space  lost  betweer  conveyors 
and  wall  surfaces. 

The  exteriors  include  the  use  of  pressed  brick  of  rich  texture 
and  trim,  and  belt  course:  of  limestone.  These  two  materials 
are  so  arranged  that  no  concrete  is  exposed  on  the  exterior  with 
the  exception  of  a  small  base  around  the  shipping  platforms  at 
the  rear  of  the  building.  In  general  the  window  openings  extenc^ 
the  full  distance  between  tlse  brick  piers  and  in  height  nearly  to 
the  ceiling  line.  The  opeiungs  are  provided  with  pivoted  steel 
sash,  giving  a  maximum  a'nount  of  light  and  ventilation  to  the 
interior. 

The  main  entrance,  whicli  faces  the  boulevard,  together  with 
the  projecting  bays  at  each  side  of  the  tower,  is  worthy  of  special 


Vol.  XII,  No.  1] 


ODGERS:    NEW  FACTORY 


43 


comment.  The  entrance  is  flanked  by  two  large  brick  pylons  ex- 
lending  nearly  the  fu/i  height  of  the  building  and  surmounted  by 
large  stone  carved  eagles  of  exceptional  character.  1  hese  are  in 
turn  recalled  on  each  tide  by  pylons  of  smaller  dimensions  topped 
by  carved  stone  panels,  which  support  carved  eagles  similar  in 
character  to  one  on  the  pain  pylon. 

A  very  brief  description  ol  the  disposition  of  the  various  floors 
will  explain  the  method  of  manufacture  and  arrangf.ment  of  the 
several  departments. 


The  basement  contains  locker  rooms  and  rest  rooms  for  per- 
sons employed  in  the  general  oft'ices  located  on  the  first  floor. 
These  units  are  located  in  u'c  front  portion  of  the  pnncipal  wing 
of  the  building.  Directly  to  the  rear  of  these  units  are  located  the 
lunch  rooms,  there  being  .-eparate  lunch  rooms  for  male  and 
female  employees.  Adjacent  to  this  department  are  the  kitchens, 
equipped  for  serving  a  su'-stantial  luncheon  to  the  .employees. 
The  balance  of  the  central  wing  contains  the  employment  depart- 
ment, together  with  the  medical  and  first  aid  units.  They  sur- 
round a  spacious  lobby  which  provides  ample  access  and  egress 
to  and  from  the  various  departments  on  the  floor  above.  The 
remaining  portion  of  the  l^asement  contains  storage  space  and  is 
accessible  from  the  adjac^it  switch  track:  thus  good-  can  easily 
be  received  from  cars  and  trucks. 


44  THE    ARMOUR    ENGINEER     [November,  1920 

The  first  floor  as  stated  above,  contains  the  general  offices. 
This  space  surr.)un(ls  a  large  central  lobby,  a  portion  of  which 
will  prcnide  a  s[)ace  for  the  display  of  merhcandise.  Directly  to 
the  rear  of  the  general  offices  is  located  the  main  stock  room, 
which  ser\-es  both  the  city  and  countr\-  shi])ping  rooms.  The 
department  for  city  jol)bers  is  also  located  on  this  floor  at  the 
rear  of  the  building.  Idiis  department  is  complete  in  itself,  hav- 
ing its  own  bookkeepers,  display  space,  shii)ping  room,  etc. 

The  upper  floors  are  given  over  entirely  to  manufacturing. 
The  process  is  what  is  ternicd  the  gravity  methcd.  The  goods 
started  at  the  top  floor  are  sent  from  one  department  to  another 
always  in  a  downward  direction  until  completed,  when  they  are 
ready  for  the  stock  room  're  immediate  delivery.  The  various 
departments  are  so  related  as  to  reduce  to  a  minimum  the  travel 
and  handling  of  the  goods  which  in  merchandise  of  this  char- 
.'icter  is  of  utmost  importance. 

The  tower  contains  \arious  storeroms  and  space  not  yet  as- 
signed for  a  particular  purpose.  The  top  floor  of  the  tower  con- 
tains elevator  pent  houses,  cic.  with  a  large  house  t'luk  and  two 
large  sprinkler  tanks  of  S'*-'''00  gallons  capacity  each. 

The  power  and  heat  fo"'  ib.e  plant  are  provide:^,  in  the  power 
house,  the  present  generators  having  a  capacity  o*^  2000  H.P. 
with  provision  for  two  future  units.  Adjacent  to  the  power 
house  and  connected  thereto  is  a  deep  well  supplying  pure  water 
to  the  whole  plant.  Fuel  and  ashes  are  handled  mechanically  and 
there  is  a  complete  ;-ysteni  of  underground  tunnels  for  pipes, 
wires,  etc.,  that  extend  from  the  power  house  to  the  main  build- 
ing, and  also  to  a  garage  already  completed  and  located  across 
one  of  the  side  streets  from  the  main  building. 

In  conclusion,  it  is  safe  to  say  that  one  will  tra\el  long  and  far 
before  one  observes  a  ]ilant  where  the  reciuirements  of  the  particu- 
lar business  ha\c  been  so  successfully  dealt  with.  \\'hen  fully 
completed  it  will  be  a  permanent  monument  to  the  wi>dom  of  the 
owners  and  a  place  of  conientment  to  the  employees  wdio  are 
housed  in  it. 


THE  TREND  OF  MODERN  INTERCOLLEGIATE 
ATHLETICS. 

By    Joseph    Schommer. 

When  asked  to  write  an  article  pertaining  to  athletics  at  Armour 
not  long  ago,  the  instructions  were  to  write  in  the  usual  strain, 
which  involved  spirit,  loyally,  and  the  desire  to  win,  in  order  that 
it  might  awaken  students  to  go  out  for  the  "Tech  Teams." 

The  following  article  deviates  from  the  beaten  paths  generally 
adopted.  Statistics  are  tabulated  and  it  is  hoped  all  who  chance 
to  read  this  article  may  ch.'unpion  the  cause  of  physical  develop- 
ment.   The  facts  are  self  evident  and  are  beyond  dispute. 

PHYSICAL  DEFECTS  AS  SHOWN  BY  DRAFT  FIGURES 
I.     Material  for  Reference. 

Reference  material  for  slulents  who  wish  to  study  tlie  question 
of  physical  defects  in  men  J-afted  for  service  in  the  world's  war 
may  be  obtained  from  the  following: 

1.  First  report  of  the  Provost  Marshal  General. 

2.  Second  report  of  the  Provost  Marshal  General. 

3.  Report  of  the  Surgecn  General  of  the  U.  S.  Army  to  the 
Secretary  of  War,  1919. 

4.  Bulletin  number  11,  March  1919,  War  Department,  Office 
of  the  Surgeon  General. 

5.  The  war  with  Germany — by  Col.  Leonard  P.  Ayres,  chief 
of  the  Statistics  Branch  of  the  General  Staff. 

6.  Defects  Found  in  Drafted  Men,  Printed  for  the  use  of  the 
Senate  Committee  on  Military  Affairs.  Most  of  these  books 
may  be  obtained  free  by  writing  for  them. 

The  following  items  are  taken  from  the  foregoing  books.  The 
vv'riter  has  attempted  to  sek  ct  the  basic  facts  from  these  publica- 
tions and  to  list  them  for  tiie  Use  of  Physical  Educators. 

TL     Preliminary  Statistics. 

1.  At  the  outbreak  of  :1  e  war  the  total  male  population  of 
the  country  was  about  54,000,000. 

2.  Before  the  war  ended  26,000,000  males  were  either  regis- 
tered under  the  selective  service  act  or  were  serving  in  the  army 
or  navy  without  being  registered. 

3.  There  were  about  200.000  commissioned  officers  in  service. 
Of  these  5,791  were  regulars. 


46  THE    ARMOUR   ENGINEER     [November,  1920 

4.  Four  iniHion,  eight  hundred  thousand  men  skived  in  the 
armed  forces  of  the  nation  during  the  war.  Four  million  were 
in  the  Army. 

5.  The  average  soldier  \*ho  went  to  France  nceived  six 
months    training  in  this  country. 

6.  The  death  rate  from  disease  in  the  Mexican  War  was  no 
per  year  for  each  i.ooo  men  ;  in  the  Civil  War.  65  ;  in  the  Spanish 
War,  26;  in  the  A.  F.  F..   [9  per  thousand. 

7.  Of  each  100  cases  c>f  venereal  disease  recorded  in  the 
United  States,  96  were  contracted  before  entering  the  army  and 
only  4  afterward. 

in.     General  Statistics. 

1.  In  round  numbers,  29.59%  of  the  men  cxan,ined  by  the 
draft  boards  were  partly  or  k)tally  disqualified. 

2.  The  Army  surgeons  rrjected  5.32%  for  all  niiliiary  service 
ac  the  mobilization  camps. 

3.  It  is  safe  to  say  that  ,s3%  of  the  men  examined  had  defects 
serious  enough  to  interfere  with  the  [)erformance  of  their  full 
military  duties. 

4.  In  some  states  over  50%  of  the  men  of  milltaiy  age  were 
defective. 

5.  About  two-thirds  of  liie  recruits  sent  to  camp  were  found 
to  be  without  noteworthy   ;'hysical   defects. 

6.  Flat  foot  is  the  great e.t  defect  noted  ;  it  was  found  in  nearly 
one-fifth  of  the  men  examined. 

7.  Defective  ]>hysical  development  was  found  in  the  Xew  Eng- 
land States  in  exceptionally  high  proportion. 

8.  Simple  goiter  was  strikingly  common  in  the  territory  adja- 
cent to  the  Great  Lakes. 

9.  Men  from  the  cities  showed  about  ^,0%  more  defective 
vision  than  men  from  rural  districts. 

10.  Hernia  was  found  somewhat  more  commonly  in  recruits 
from  cities  than   from  rural  districts. 

11.  Flat  foot  is  marked!^'  more  common  in  recruits  from  the 
cities  than  in  recruits  from  the  rural  districts. 

12.  There  was  a  pre[>o.Tderance  of  city-reared  young  men 
who  were  rejected  for  under-weight. 

13.  The  office  in  charge  of  the  sanitary  division  of  the  sur- 
geon-general's oft'ice  estimates  that  the  average  gain  in  weight 
*n  ti->e  first  year  of  militarv  life  was  from  15  to  20  pounds. 


Vol.  XII,  No.  1]  ATHLETICS  47 

14.  Out  of  2,753,922  exuinined,  there  were  found  468  defect- 
ive men  per  thousand  examined.  This  means  that  nearly  half  of 
the  men  examined  showed  a  defect  worthy  of  notation. 

15.  Fully  half  of  the  defects  found  are  not  of  such  a  nature 
as  to  interfere  seriously  with  the  man  performing  services  of  a 
high  order  in  civil  life. 

16.  The  occupations  play  a  role  in  the  distribution  of  defects. 
Bad  postures  at  school,  especially  in  the  badly  nourished  and 
rickety  children,  account  lor  much  of  the  curvature  of  the  spine, 
and  walking  on  pavements  in  tight  shoes  accounts  for  many  of 
the  bad  feet  of  city  folk.  Much  school  and  clerical  work  tend  to 
induce  myopia  in  those  so  aisposed.  Straining  the  body  by  heavy 
work  induces  hernia.  Agrictilturing  is  associated  with  good  eyes 
and  straight  backs.  The  commutor  group  represents  the  physi- 
cally fittest  of  the  population  of  the  eastern  section  of  the 
country. 

17.  100,000  countty  bo\'^  would  furnish  for  the  military  ser- 
vice 4,790  more  soldiers  than  would  an  equal  number  of  city  boys. 

18.  100,000  whites  wouM  furnish  1,240  more  soldiers  than 
would  an  equal  number  of  colored. 

19.  100,000  native-bom  would  furnish  3,500  more  soldiers 
than  would  a  like  number  or  foreign-born. 

TV.     Chart  of  Defectives. 

I.  Explanation.  In  the  first  column  the  total  diseases  per 
thousand  is  listed.  That  is,  if  one  man  had  three  defects  serious 
enough  in  character  to  be  noted,  each  defect  is  noted.  In  the 
second  column,  the  number  of  defective  men  per  thousand  is 
listed.  If  a  man  had  two  or  more  defects,  they  are  counted  as 
one.  The  third  column  lists  the  total  rejection  per  thousand  by 
states,  while  the  fourth  column  lists  the  number  of  defective  men 
who  were  accepted  for  service.  The  fifth  column  li^ts  the  number 
of  men  per  thousand  who  were  defective  because  of  physical 
development.  That  is,  they  were  under  size,  ove*"  size,  small 
chested,  etc.  The  last  two  columns  list  the  number  per  thousand 
who  were  venereal  or  had  eye  defects  respectively. 


48 


THE    ARMOUR   ENGINEER      [November,  1920 


CHART  OF  DEFECTIVE.S. 


Total 

Diseases  Total  Total 

of  defects  defective  reject- 

I'or  U.S.    men  by    ious  by 

States  by  states  states  states 

Rhode  Island    ...802.03  640.48  424.42 

\erniont    763.76  6^3.19  353.93 

Airginia    734.08  604.21  245.57 

Oregon     721.95  579.:9  219.79 

Maine    705.63  568.61  346.00 

California     689.55  583.89  265.01 

Colorado    679.40  544.97  213.50 

Florida     675.87  54160  199.84 

Washington    ....665'.  99  549.4i  262.78 

Massachusetts    .  .648.03  535.80  267.26 

Wyoming     635.36  514.32  128.05 

West  Virginia    ..620.04  507.38  177.60 

Maryland   619.45'  526.20  244.25 

New   Hampshire. 617.49  505.28  203.05 

Utah    613.99  505.82  219.27 

Pennsylvania     ...603.48  500.00  209.31 

Connecticut     . .  .  .600.84  507.89  226.61 

New  York  594.23  502.70  240.40 

Missouri     589.35  489.00  206.90 

Wisconsin    582.12  465.03  200.38 

Idaho    5v0.55  479.26  179.63 

Nevada     566.22  476.00  186.03 

Michigan    560.57  467.20  233.12 

Illinois    552.81  471.25  202.48 

Delaware    550.15  475.18  198.00 

No.  Carolina    ...545'.91  453.8:^  213.40 

Tennessee    542.90  442.-I0  245.60 

New  Mexico  ....542.47  45.J.22  206.61 

Georgia     540.40  455.78  225.14 

Montana     532.44  465.70  162.67 

New   Jersey    ....525.26  4.'2.30  208.93 

Louisiana     522.96  438.90  239.05 

No.  Dakota  520.57  438.G0  167.01 

Mississippi     517.90  425.21  199.78 

So.  Carolina    ....511.99  422.60  222.49 

Oklahoma    508.68  432.70  184.93 

Iowa    506.92  425.78  204.08 

Minnesota    502.54  420.50  189.69 

Indiana     501.20  41699  183.47 

Alabama     500.12  427.70  179.60 

Ohio    497.45  421.10  187.88 

Arizona    467.51  410.01  153.29 

Texas    466.66  402.40  175.90 

Arkansas    460.75  384.20  163.90 

Kentucky  454.63  382.10  207.26 

Nebraska    446.72  386.99  134.64 

So.  Dakota    442.75  373.:Y)  187.59 

Kan.sas    422..39  354.35'  147.29 


Total    Defective 

Def .  men  J 

I'hysieal 

Total 

Total 

for  class  ] 

Develop- 

Ven- 

Eye 

A,  B  or  C 

ment 

ereal 

Defects 

342.52 

112.51 

27.56 

72.70 

365.77 

63.33 

13.03 

66.19 

445.22 

33.05 

72.21 

36.60 

428.50 

27.18 

22.28 

39.81 

305.54 

73.10 

23.74 

66.08 

394.45 

45'.91 

27.58 

42.78 

405.84 

34.81 

24.60 

34.90 

390.34 

44.11 

163.32 

33.25 

361.42 

29.31 

28.93 

39.22 

334.73 

64.58 

23.58 

69.75 

414.30 

19.44 

23.37 

30.14 

381.90 

^7.15 

52.67 

36.81 

367.08 

43.43 

66.73 

53.36 

347.13 

59.16 

18.49 

50.39 

339.15 

32.46 

iq.38 

34.74 

358.50 

Z2.77 

36.48 

42.61 

331.03 

39.32 

26.55 

70.86 

325.68 

36.20 

29.77 

62.74 

336.49 

34.75 

65.24 

38.85 

312.83 

28.85 

20.28 

41.47 

339.30 

21.86 

22.45 

33.14 

328.09 

32.51 

32.96 

Z7.2,7 

280.79 

22.52 

44.54 

40.36 

325.64 

28.65 

12.69 

43.18 

Z2(>.n 

57.76 

77.21 

29.87 

272,27 

33.41 

60.56 

31.58 

251.94 

52.51 

65.16 

39.85 

303.00 

34.80 

67.43 

39.49 

276.55 

48.79 

13r'.64 

33.43 

324.78 

15.86 

34.49 

33.73 

295.19 

35.10 

34.99 

43.11 

244.51  - 

37.2^ 

123.40 

35.57 

315.93 

12.88 

;8.64 

34.77 

25'8.76 

24.74 

1.32.46 

32.25 

232.85 

42.79 

^_  3 1.32 

23.84 

291.80 

23.31 

85.15 

33.11 

266.16 

30.11 

29.87 

33.68 

277.91 

22.48 

24.20 

33.29 

275.85 

29.27 

47.07 

35.77 

281.45 

29.57 

114.67 

25.82 

277.87 

25.46 

41.34 

33.52 

290.17 

15.19 

48.20 

20.25 

266.79 

28.74 

112.08 

31.39 

244.11 

26.16 

105.28 

32.47 

208.04 

42.62 

39.53 

36.36 

283.80 

15.67 

30.97 

28.59 

221.21 

16.89 

15.60 

34.95 

232.04 

160.69 

30.07 

28.79 

Vol.  XII,  No.  1]  ATHLETICS  49 

After  thoughtful  study  oi  ihe  above  statistics  tLeie  is  but  one 
conclusion  to  arrive  at  in  studying  the  system  for  physical  devel- 
opment as  tolerated  at  most  colleges. 

The  benefits  are  for  a  few. 

The  student  body  but  for  a  small  number  is  neglected. 

No  system  for  training  men  physically  is  any  good  but  that  one 
which  forces  every  student  in  some  sort  of  athletic  participation. 
This  is  being  recognized  :'n  some  institutions  and  systems  of 
intermural  sports  and  mass  athletics  are  being  aiopied.  These 
systems  provide  for  the  participation  of  every  studfnt  in  some 
branch  of  athletic  games. 

However,  where  educational  institutions  attempted  mass  ath- 
letics and  intermural  sports  without  the  system  of  competition 
with  other  colleges  in  such  branches  as  baseball,  track,  basketball, 
football,  etc.,  the  plan  was  a  failure.  A  stimulus  seemed  to  be 
lacking.  The  desire  to  win  a  college  letter  is  alwavs  strong  and 
where  intermural  sports  aru  competitive  athletics  were  partici- 
pated in  together,  the  entire  student  body  was  always  interested. 

Some  of  the  big  eastern  and  western  universities  have 
adopted  mass  competition  and  international  sports  with  competi- 
tive athletics,  with  such  success,  that  in  the  next  ten  years  sweep- 
ing changes  will  be  seen  everywhere  in  college  athletics.  Instead  of 
a  few.  every  student  will  enjoy  the  advantages  of  competitive 
games  and  with  skilled  men  be  cured  of  stoop  shoulders,  flat  feet, 
'^urvature  of  the  spine,  etc..  m  a  corrective  gymnasium  course. 


The  Armour  Engineer 

The   Quartei'ly   Technical   Publication   of  the 

Armour  Institute  of  Technology 

VOLUME  XII.  NOVEMBER,  1920  NO.  1 

PUBLISHING  STAFF  FOR  THE  YEAR  1920-1921 
John   P.  Sanger,  Editor  Spencer  N.  Havlick,  Mng.  Editor 

Fletcher  E.  Hayden,  Bus.  Mgr.       Eniil  F.  Winter,  Assoc.  Bus.  Mgr. 

Board    of    Associate    Editors. 

H.  M.  Raymond,  Dean  of  the  Engineering  Studies. 

L.  C.  Monin,  Dean  of  the  Cultural  Studies. 

G.  F.   Gebhardt,  Professor  of  Mechanical  Engineering. 

E.  H.  Freeman,  Professor  of  Electrical  Engineering. 

A.  E.  Phillips,  Professor  of  Civil  Engineering. 

H.  McCormack,  Professor  of  Chemical  Engineering. 

E.  S.  Campbell,  Professor  of  Architectural  Design. 

Published  four  times  a   year,   in   November,    January,    March     and 
May.       Publication     Office :    Federal    and     33rd    Streets,     Chicago. 


TERMS  OF  SUBSCRIPTION. 
The  Armour  Engineer,  four  issues,  postage  prepaid,  $1.50  per  annum. 

The   Technical  Press  is  invited  to  reproduce  articles, 
or  portions  of  same,  provided  proper  credit  is  given. 

ENGINEERING  PERSONALITY. 


"It  was  not  his  remarkable  power  of  diagnosis,'  said  the 
speaker,  referring  to  a  famous  physician,  "nor  was  it  his  intimate 
knowledge  of  the  technicalities  of  his  profession  that  made  his 
reputation.  It  was  the  fact  that  somehow,  whenever  he  entered 
a  sick  room,  his  very  presence  seemed  to  restore  peace  and  calm. 
The  personality  of  the  mai:  entered  every  comer,  and  disorder 
fled  at  his  approach." 

A  physician  and  an  engineer  are  similar  in  these  respects: 
both  are  professional  men ;  both  must  have  detailed  knowledge 
of  their  field;  and  both  must  be  able  to  convince  their  clients  of 
their  ability. 


Vol.  XII,  No.  1]  EDITORIALS  51 

Does  the  engineer,  in  his  dealings  with  his  associates,  possess 
that  same  personal  power  as  the  physician  above?  When  he 
enters  a  directors'  meeting  to  present  a  practical  theory,,  does  he 
spread  a  confidence  in  his  ability  by  his  personal  bearing?  Do 
men  say  as  he  enters  the  room,  "There  is  a  man  who  surely 
knows"  ? 

Such  a  power  is  sometimes  known  as  personal  magnetism,  and 
it  cannot  be  gained  by  either  reading  or  study.  It  is  an  art,  rather 
ihan  a  science,  and  can  be  perfected  only  by  constant  practice 
and  by  that  daily  growth  v-.hich  comes  as  a  result  of  analyzing 
past  mistakes  to  improve  present  actions.  It  combines  an  inti- 
mate knowledge  of  human  nature  with  an  appreciation  of  the 
"eternal  fitness  of  things."  and  is  one  of  the  most  valuable  things 
that  any  man,  engineer  or  otherwise,  can  possess 

Like  an  art,  however,  personality  can  be  aided  and  developed 
by  an  intelHgent  study  of  the  factors  involved.  Some  of  these 
are  breadth  of  view,  distinf.iion,  learning,  influence,  and  dignity. 
The  engineer  who  wishes  ''o  develop  this  side  of  h!s  education, 
can  do  well  to  familiarize  himself  with  books  on  logic,  psychol- 
ogy, self-analysis,  salesmanship,  and  public  speaking.  He  should 
take  advantage  of  every  opportunity  of  mixing  with  his  fellow 
men.  especially  with  those  (Ader  than  himself.  They  have  often 
experienced  both  failure  and  achievement  in  life,  and  are  in  a 
position  to  give  much  valuable  advice. 


"The  entire  object  of  true  education  is  to  make  people  not 
merely  do  the  right  things, — but  enjoy  the  right  things — not  mere- 
ly mdustrious,  but  to  love  industry — not  merely  learned,  but  to 
love  knowledge — not  merely  pure,  but  to  love  purity — not  merely 
justice,  but  to  hunger  and  thirst  after  justice." — Ruskin. 


52  THE    ARMOUR   ENGINEER     [November,  1920 

THE  THINKER. 
By  Oerton  Braley. 

Back  of  the  beating  hammer 

By  which  the  steel  is  wrought, 
Back  of  the  \a  orkshop's  clamor, 

The  seeker  may  find  the  Thought, 
The  Thought  tJiat  is  ever  master 

Of  iron  and  '^team  and  steel, 
That  rises  ai3ove  disaster 

And  crushes  it  under  heel. 

The  drudge  may  fret  and  tinker 

Or  labor  with  lusty  blows, 
But  back  of  liim  stands  the  Thinker, 

The  clear-eyed  man  who  knows  ; 
For  into  each  plow  or  sabre, 

Each  piece  and  part  and  wh.ole. 
Must  go  the  brains  of  labor 

Which-  give  llie  work  a  soul. 

Back  of  the  juotors  humming, 

Back  of  the  belts  that  sing. 
Back  of  the  liammers  drumming, 

Back  of  the  cranes  that  swing. 
There  is  the  e}e  that  scans  them 

^^'atching  tiirough  stress  and  strain, 
There  is  the  Mind  that  plans  them, 

Back  of  the  brawn — the  Brain. 

Might  of  the  roaring  boiler, 

Force  of  the  engine's  thrust, 
Strength  of  the  sweating  toiler, 

Greatly  in  these  we  trust, 
But  back  of  incm  stands  the  Schemer, 

The  Thinker  who  drives  things  thrGugJi, 
Back  of  the  Job — the  Dreamer. 

\\^ho's  making  the  Dream  come  true ! 


Vol.  XII,  No.  IJ  EDITORIALS  53 


SPARKS  FROM  DR.  GUNSAULUS'  LECTURES. 


"We  know  that  wisdom  is  not  easily  found.  It  is  hidden 
beneath  the  literature  of  the  ages,  and  we  must  mine  for  it." 

"An  alloy  lasts  longer  thai:  the  pure  metal.  The  poetry  or  fire 
is  the  alloying  material  in  p^ose  which  has  made  it  list  thru  the 
ages." 


"These  are  people  who  are  the  ver\'  incarnation  of  piety.  They 
stand  ever  so  vertically,  but  they  cannot  bend.  They  break  like 
pipe-stems." 


"I'm  along  in  life.  I've  got  nothing  but  the  dump.  I've  been 
mining  forty  years  for  truth,  but  an  entirely  new  process  can 
relieve  as  much  gold  again  fiom  my  ore.  The  wisdom  of  the 
hour  is  ready  for  the  new  process.     Use  it." 


"I  don't  mean  common  sense,  which  is  the  most  uncommon 
thing  in  the  world.'' 


"The  larger  the  circle  of  hglit  in  which  you  stand  in  the  center, 
the  larger  the  outlying  circle  of  darkness." 


"Don't  believe  it  because  it's  in  the  book,  but  respect  the  book 
because  it's  there.     It  is  in  the  book  because  it's  true." 


"Civilization  is  togetherness.     It  is  the  associati<'r;   that  you 
can  rely  on  as  one." 


THE  ARMOUR  INSTITUTE  OF  TECHNOLOGY  BRANCH 

OF  THE 
AMERICAN  SOCIETY  OF  MECHANICAL  ENGINEERS. 


Charles   T.   Walter President 

John  P.   Sanger J  ^ice-President 

Robert  W'.  Van  Valzah Treasurer 

William  A.   Heitner Secretary 

The  first  meeting  of  the  Mechanical  Engineering  Society  of 
the  Armour  Institute  of  Technology  was  held  in  Machinery  Hall 
on  October  8,   1920. 

After  the  election  of  the  officers  for  the  year,  steps  were  taken 
to  help  the  Junior  Branch  of  the  A.  S.  M.  E.  organize. 

It  was  decided  that  the  organization  give  the  customary 
"Annual  Smoker"  as  soon  as  possible,  for  the  purpose  of  bringing 
together  all  of  the  mechanical  students  of  the  College  and  helping 
them  to  become  acquainted  with  those  of  the  Faculty,  who  always 
lend  a  helping  hand  to  the  r'-echanical  students. 

The  second  meeting  was  held  on  October  21,  1920.  This  was 
the  first  "big"  meeting  and  was  a  very  great  success. 

Prof.  Gebhardt  gave  an  .-ic'dress  in  which  he  outlined  the  object 
of  the  society,  which  is  to  enable  men  to  talk  before  an  audience, 
using  gocxl  English,  and  to  overcome  self-consciousness.  He 
further  stated  that  an  orgar.ization,  called  the  Federated  Ameri- 
can Engineering  Society,  's  being  formed  with  the  purpose  of 
establislhng  a  code  of  ethics  for  the  engineer  which  will  prevent 
an  engineer  from  doing  any  work,  whicli  is  not  in  exery  respect 
in  accordance  with  the  best  practice. 


Vol.  XII,  No.  1]  ENGINEERING  SOCIETIES 


55 


Prof.  Gebhardt  also  brought  to  our  attention  the  importance 
of  the  engineers  entering  into  public  life  in  order  to  help  bring 
to  him  the  recognition  which  is  due  him,  but  which.,  to  the  present 
date,  the  engineer  has  been  too  modest  to  demand. 

President  Walter  then  called  on  Mr.  Wm.  A.  Henner  to  give 
a  talk.  Mr.  Heitner's  subject  was  "The  Starting  Up  of  the  Ball 
and  Wood  Engine  of  the  Main  Power  Plant  of  the  Institute  and 
Changing  Over  on  the  Switch  Board."  The  object  of  this  talk 
was  to  outline  and  explain  the  different  operations,  so  that  the 
mechanical  students  could  become  more  familiar  with  starting  up 
a  unit.  He  attempted  to  pave  the  way  so  that,  when  the  different 
members  actually  perform  these  operations  as  a  mechanical  lab- 
oratory experiment,  they  would  more  readily  understand  the 
leasons  for  the  various  steps  taken. 

The  following  schedule  of  meetings  was  adopted : 

Oct.  21,   1920 — Th'.rsday 10:30 — 11. 

1920 — \\\>Qnesday 10:30 — ii 


Nov.  3, 

1920 — '^ 

Nov.  17, 

1920 — • 

Dec.  I, 

1920— 

*Dec.  15, 

1920 — 

Jan.  12, 

1921 — 

Jan.  26, 

1921 — 

Feb.  9, 

1921 — 

Feb.  23, 

1921 — 

Mar.  9, 

1921 — 

Mar.  23, 

1921 — 

Apr.  6, 

1921 — 

Apr.  20, 

1921— 

*May  4, 

1921 — 

May  18, 

1921 — 

10:30 — II 
II  :30 — 12 
10:30 — II 
10:30 — II 
II  :30 — 12 
10:30 — II 
II  :3a — 12 
10:30 — II 
II  :30 — 12 
10:30 — II 
II  :30 — T2 
10:30 — II 
II  :30 — J2 


30 
30 
30 
30 
30 
30 
30 
30 
30 
30 
30 
30 
30 
30 
30 


(*)  Meeting  of  all  mechanical  students  of  the  Institute. 

WM.  A.  HEITNER, 

Secretary. 


56  THE    ARMOUR   ENGINEER      [November,  1920 

ARMOUR  BRANCH  OF  THE 
WESTERN  SOCIETY  OF  ENGINEERS 


President R.  M.  Singer 

Vice-President G.   C.  Kumbera 

Secretary Vacant 

Treasurer G.  W.  Peterson 

The  first  meeting  of  the  Annour  Branch  of  the  Western  Society 
of  Engineers,  this  year,  was  held  in  Room  D  in  the  Mission 
Building,  Oct.  5,  1920,  P.  M.  The  regular  business  was  dispensed 
with  and  was  followed  b}'  a  few  pointed  remarks  by  Profs. 
Phillips  and  Penn. 

The  next  meeting  took  jiace  in  Room  B,  Missi.  n  Building, 
Oct.  22,  1920,  P.  M.  At  th'..  meeting  the  resignation  of  our  Sec- 
retary, W.  K.  Lyon,  was  read  and  accepted.  We  were  very  sorry 
to  lose  so  good  a  man.  It  \vi!l  be  difficult  to  find  a  man  to  fill  this 
important  office. 

After  the  meeting  the  members  were  entertained  by  an  illus- 
trated lecture  on  "The  Aesthetics  of  Bridge  Design,"  given  by 
Prof.  M.  B.  Wells  of  the  Ci\il  Department.  The  subject  matter 
was  very  interesting  and  skillfully  handled. 

Up  to  the  present  time  we  have  made  a  number  of  interesting 
and  instructive  inspection  trips.  The  follc^wing  places  were  vis- 
ited: 

Michigan  Ave.  Bridge, 
Franklin-Orleans  St.  Bridge, 
Wells  St.  Bridge, 

Three  W^ater  and  Sewage  Pumping  Stations 
Sag  Canal  at  Blue  I.^iand, 
A  fifteen  P'oot  Intercepting  Sewer, 
City  Bridges,  Breakn'ater  and  Cribs, 
Lockport  and  Joliet  Power  Plant, 

Controlling  Works  of  the  Sanitary  District  at  Lockport. 
The  outlook  of  the  Armour  Branch  of  the  Western   Society 
oi  Engineers  for  the  coming  year  is  very  bright. 


Vol.  XII,  No.  1]         ENGINEERING  SOCIETIES  57 

A.  I.  E    E. 


The  first  meeting  for  1920-1921  of  the  Armour  Branch  of  the 
American  Institute  of  Electrical  Engineers  was  held  on  Tuesday, 
Oct.  26,  1920.  Forty  seniors,  juniors  and  sophomores  were  pres- 
ent and  elected  \X.  W.  Pearce  as  temporary  chairman. 

Professor  Freeman  started  the  meeting  with  a  ten  minute 
speech  on  the  value  of  the  A.  I.  E.E.  to  students  of  electrical 
engineering.  Prof.  Snow  followed  with  an  informal  talk  in 
which  he  strongly  recommended  that  the  local  branch  meetings 
be  made  opportunities  for  men  to  train  themselves  in  speaking 
on  both  prepared  and  imprr^mptu  talks,  besides  being  places  for 
the  transfer  of  technical  knowledge  or,  shall  we  say,  information. 
Mr.  Malwitz  supported  Prof.  Snow's  recommendations,  and  in 
addition,  outlined  the  practical  value  of  membership  in  the  na- 
tional organization,  with  particular  reference  to  the  articles 
appearing  in  the  proceedings,  as  published  by  the.  national  organ- 
ization. 

After  the  election  of  officers  for  the  coming  year,  the  subject 
of  programs  for  the  future  meetings  was  further  discussed.  Tt 
was  decided  that  talks  by  the  student  members  thembclves  could 
be  of  more  value  than  a  few  longer  addresses  by  graduate 
members. 

The  chairman  was  given  r.uthority  to  appoint  a  number  of  men 
to  speak  at  each  meeting  on  assigned  or  chosen  topics  as  the 
requirements  were  felt;  eaci  man  to  speak  ten  or  fifteen  minutes, 
and  each  paper  to  be  follcwed  by  an  open  discussion. 

The  officers  elected  for  tne  year  are : 

Chairman — R.  C.  Malwitz. 

Secretary — T.  L.  Albee 

Treasurer— W.  W.   Pearce. 

After  an  unsuccessful  attempt  to  set  a  time  for  the  next  meet- 
ing that  would  be  agreeable  to  all,  the  matter  was  left  to  the  dis- 
cretion of  the  chairman,  an  1  the  meeting  adjourned 


58  THE    ARMOUR   ENGINEER     [November,  1920 

ARMOUR  CHEMICAL  ENGINEERING  SOCIETY 


The  first  meeting  of  the  \rniour  Chemical  Engineering  Society 
was  held  October  6,  1920,  and  the  following  officers  were  in- 
stalled : 

President   Winter 

J^'ice-Prcsidcnf   McCafifery 

Secretary Savoye 

Treasurer Albeck 

Among  the  activities  of  the  following  year,  the  society  has 
planned  a  series  of  lectures  along  chemical  lines.  These  lectures 
will  be  given  when  possible  at  four  o'clock  on  Tuesdays. 

The  full  list  of  lectures  tc  be  given,  and  the  dates  thereof,  will 
be  published  in  another  issue. 


THE  ARMOUR  ARCHITECTURAL  SOCIETY 


The  class  of  192 1  has  liad  a  rather  unfortunate  college  career 
because  its  four  years  extended  thru  the  war  and  reconstruction 
period.  Xow,  in  its  fourth  year,  it  seems  that  conditions  are 
such  that  its  members  may  again  indulge  in  activities  that  gladden 
the  heart  without  being  out  of  harmony  with  the  times. 

The  society  which  probably  felt  most  keenly  the  restrictions  of 
the  relentless  "Mars,"  was  the  Armour  Architectural  Society. 
This  year  they  expect  to  go  back  to  pre-war  activities  and  pre-war 
pep.  The  freshman  class  is  unusually  large,  which  means  that 
the  sophomores  will  have  ample  opportunity  to  pass  on  at  the 
initiation  with  interest,  those  things  which  are  fitting  and  proper 
at  such  an  aiTair.  At  the  close  of  the  ordeal  the  new  members 
of  the  society  as  well  as  the  old.  will  make  merry  over  a  repast 
furnished  by  the  refectory,  while  discussing  the  plans  and 
aspirations  of  the  club.  Promment  speakers  will  unfold  to  the 
asjiiring  architects  the  secrets  of  their  profession,  and  last,  but 
not  least,  the  evening  will  be  shortened  bv  the  Architects'  own 
Jazz  Band.  The  members  will  then  disband  and  go  home  to 
dream  of  becoming  second  Louis  SuUivans  or  Bertram  Goodhues. 
THECDORUS  M.  HOFMEESTER, 

Massier. 


Vol.  XII,  No.  1]       ENGINEERING  SOCIETIES  59 

ARMOUR  RADIO  ASSOCIATION 


The  first  meeting  of  the  Armour  Radio  Association  was  held 
on  Sept.  29,  1920,  for  the  purpose  of  electing  officers  for  the 
coming  year.  A  total  of  sixteen  radio  enthusiasts  responded  to 
this  first  "Q.  S.  T."  The  officers  of  the  association,  elected  at 
this  first  meeting,  are : 

President E.   A.    Goodnow 

Vice-President V.   L.   Cooley 

Chief  Operator H.  L.  Hultgren 

Secretary R.    S.    Kenrick 

The  purpose  of  the  association  was  clearly  set  forth  in  a  short 
talk  given  by  Professor  Wilcox,  for  the  benefit  of  the  new  mem- 
bers. The  primary  purpose  of  the  Association  is  the  stimulation 
of  interest  in  all  radio  matters  among  not  only  station  operators, 
but  also  among  others  who  nay  be  interested.  Professor  Wilcox 
also  called  attention  to  the  mutual  benefits  to  be  derived  by  the 
members  of  the  association  through  free  discussion  of  any  per- 
plexing problem  confronting  any  member. 

The  special  experimental  federal  radio  station  license  (call 
letters  9YL)  just  recently  received  from  the  local  radio  inspector, 
was  exhibited  at  this  first  meeting.  This  lengthy  dc'cument  per- 
mits, under  certain  specified  conditions,  the  operation  of  a  trans- 
mitting station  by  a  duly  licensed  operator  over  a  lim.ited  range 
of  wave-lengths. 

The  second  meeting  of  the  association  held  on  October  13, 
1920,  was  devoted  largely  to  radio  code  practice.  Chief  Operator 
Hultgren  officiated  at  the  key,  in  characteristic  commercial  fash- 
ion, for  the  benefit  of  the  members  who  wished  to  take  advantage 
of  the  valuable  opportunity/  offered. 

The  third  and  last  meeting  of  the  Armour  Radio  Association 
was  held  October  2"/,  1920,  in  the  Physics  lecture  rorm.  Mr.  A. 
R.  Mehrhof  gave  an  illustrated  talk  on  the  Institute  station, 
designed  and  built  last  year  under  the  guidance  of  Mr,  H.  D. 
Stevers,  our  past  president.  The  station  is  located  on  the  second 
floor  of  the  Physics  Laboratory  (Chapin  Hall)  and  is  equipped 
with  two  antennaes.  One  is  a  long  wave  receiving  aerial,  consist- 
ing of  a  single  wire  about  one  hundred  feet  long,  running  diagonal- 
ly northeast  from  the  station,  and  the  second  is  a  short  two  hund- 


60  THE    ARMOUR   ENGINEER     [November,  1920 

red  meter  transniitting  aerial,  designed  for  use  with  the  spark 
transmitter.  1'he  directive  cliaracteristics  of  the  long  wave  receiv- 
ing aerial  make  it  \ery  efficient  for  !<»ng  \va\e  European  reception. 
Equally  satisfactory  results  are  obtained,  however,  in  a  westerly 
direction,  the  Philippine  Is.dnds  being  heard  from  on  one  occa- 
sion, as  Mr.  Mehrhof  testified.  Circuit  diagrams  of  both  the 
transmitting  and  receiving  set  were  projected  upon  t:\e  screen  for 
the  benefit  of  everyone  inle^ested  in  the  operation  of  the  school 
station.  In  addition  tc  the  excellent  results  obtained  in  undamped 
wave  reception  the  speaker  pointed  out  several  instances  of  ex- 
ceptional results  obtained  m  six  hundred  meter  spark  reception. 

A  very  interesting  talk  on  the  amplification  constant  of  vacuum 
tubes  was  given  by  ^Ir.  G.  IT.  Kelley.  He  illustrated  his  subject 
with  a  laboratory  demonstration  of  the  determination  of  this 
constant  for  two  types  of  vacuum  tubes  used  in  radio  work.  He 
discussed  both  the  dyn.ami':  and  static  method  of  determining  this 
constant,  and  clearly  shovsed  how  any  radio  amateur  can  deter- 
mine this  important  vacuum  tube  constant  with  appara'ius  already 
at  his  disposal. 

A  tentative  program  for  procedure  for  coming  meetings  has 
been  adopted,  with  the  end  in  view  of  accomplishing  as  much  as 
possible  in  the  limited  time  a\  ailable.  A  large  number  of  members 
of  the  Armour  Radio  Association  are  taking  the  elective  course 
in  "Radio  Communication.'  nfifered  by  Professor  Wilcox.  When- 
ever any  interesting  development  or  experiment  of  gcieral  inter- 
est is  encountered  in  the  radio  laboratory  work  of  the  course, 
it  is  reproduced  at  an  association,  meeting  for  the  benefit  of  those 
bers  not  taking  the  course.  A  chance  for  free  dij^cussion  is 
offered  so  thaf  any  part  of  ihe  experiment  \\hich  is  not  as  clear  as 
it  might  be,  can  be  explained  by  other  members  familia*"  with 
the  theory  of  the  experinienl. 

RALPH  KENRICK, 
Secretary 


Illlllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllltlilllji 

I  COLLEGE  NOTES  | 

riiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiitiiiiiiiiiiiiiiiiiiiMiiiiiiiiiiiiiiiiMiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii 
PHI  LAMBDA  UPSILOX. 


By  authority  of  the  Executive  Council,  there  was  installed,  in 
May,  1920,  at  the  Armour  Institute  of  Technology,  a  chapter  of 
the  national  honorary  fraternity  of  Phi  Lambda  Upsilon, 

Phi  Lambda  Upsilon  was  founded  at  the  Universit}-  of  IlHnois 
as  a  local  honor  societ}*,  w'thin  the  chemical  department.  While 
the  honorar}'  idea  was  paru mount  from  the  first,  the  original 
chapter  combined  with  this  certain  social  phases,  ani  included  in 
its  organization  some  of  the  attributes  of  the  Greek  Letter  Socie- 
ties whose  aims  are  primarily  social;  such  as  grips,  pass  words, 
secret  mottos.  After  a  nuiriber  of  years  of  flourishing  existence 
al;  Illinois,  during  which  it  had  achieved  a  well  established  posi- 
tion, expansion  into  a  societ}''  of  national  scope  v/as  initiated  with 
the  establishment  of  the  Bera  Chapter  at  the  University  of  Wis- 
consin (1906).  At  Wisconsin  the  chapter  was  at  first  mainly 
graduate.  This  first  step  trward  national  development  was  fol- 
lowed by  rather  rapid  extvihsion,  chapters  being  installed  suc- 
cessively at  Columbia,  Michigan,  University  of  Washington,  Min- 
nesota, Ohio  State,  Iowa  State,  Stanford,  Universit\  of  Denver, 
California,  Pennsylvania  State,  Purdue,  University^  of  Pittsburgh, 
and  Armour. 

Accompanying  numerical  growth  were  changes  in  details  of 
organization.  Great  latitude  in  organization  and  government  is 
permitted  individual  chapters  by  the  national  body,  the  old  time 
"myster}^  stuff"  has  been  almost  abandoned,  and  the  society  as  a 
whole  stands  in  the  field  of  chemistry  as  does  the  Sigma  Xi  in 
the  broad  field  of  Science,  for  the  encouragement  of  high  stand- 
ards of  scholarship  and  for  the  recognition  of  those  students  of 
chemistry  who  attain  high  academic  standing  through  their  com- 
bined ability  and  effort. 

There  are  now  four  classes  of  membership  in  Phi  Lambda 
Upsilon,  namely :    Active,  alumni,  associate  and  honorar}^ 

Honorar}^  members,  to  quote  the  constitution  of  the  society', 
"shall  be  men  of  national  reputation."  Quoting  further  from  the 
same  source,  "associate  members  shall  be  men  o^  recognized 
ability  in  their  respective  blanches  of  chemistry,  and  connected 


62  THE    ARMOUR    ENGINEER      [November,  1920 

with  an  institution  of  lea'"n  ng  in  a  capacity  other  than  that  of 
student,  either  graduate  or  undergraduate."  Active  membership 
consists  of  graduate  and  undergraduate  students  duly  elected 
and  may  include  associate  members.  The  constitution  of  the 
society  provides  that  membership  be  confined  to  men. 

It  is  hoped  and  believed  that  the  newly  organized  chapter  will 
maintain  the  excellent  traditions  of  the  society  as  a  whole  and 
that  it  may  be  a  factor  for  good  in  our  chemical  department. 


The  seniors  are  greatly  enjoying  a  ctjurse  on  the  "Masfcr- 
pieccs  of  Englisli  Literature"  given  this  semester  two  hours  per 
week  by  President  Gunsauius.  It  is  a  lecture  course,  comprising 
readings,  comments,  and  informal  discussions  of  a  number  of 
selections  in  prose  and  poetry.  The  topics  considered  thus  far 
have  been  The  Book  of  Job.  Homer's  lijiics,  Shakespeare's  Ham- 
let, Richard  the  III,  and  Tie  Tempest. 


At  a  recent  assembly,  tlie  student  body  and  faculty  of  the 
Institute  had  the  pleasure  of  a  short  talk  from  j\Ir.  Philip  D. 
Armour,  our  new  trustee.  Mr.  Armour  expressed  his  gratifi- 
cation at  recei\ing  the  ne\r  pr-sition,  and  stated  that  in  the  future 
he  would  lend  h-^  every  aid  towards  the  furthering  of  the  new 
Institute.  As  students  we  nish  ]\Ir.  Armour  all  success,  and  hope 
that  he  will  visit  us  often. 


The  Armour  Glee  Club  at  its  first  meetmg  of  the  year,  chose 
Dr.  Daniel  C.  Protheroe,  Director  of  Central  Churcli  Choir  and 
composer  of  many  notable  selections,  as  its  leader  for  the  year. 
Dr.  Protheroe  has  held  s^\eial  rehearsals,  and  states  that  accord- 
ing to  all  indications,  the  Institute  should  hav.  a  better  Glee  Club 
than  ever  before. 


Dean  Raymond  recentl\-  attended  the  ceremonies  at  the  Uni- 
versity of  Michigan  in  connection  with  the  installation  of  the  new 
president,  Dr    Marion   L.   Ikirton. 


Vol.  XII,  No.  1]  COLLEGE  NOTES  63 

ADDITIOXS  TO  THE  FACULTY. 


Arthur  Hozce  Carpenter,  M.  A.,  Assistant  Professor  of  Metal- 
lurgy, obtained  his  degree  at  the  Uni\ersity  of  Ohio  at  Athens, 
in  1914.  He  also  spent  1\'  o  years  at  Northwestern  University. 
Prof.  Carpenter's  experience  in  the  metallurgical  field  should 
make  him  a  valuable  man  at  the  Institute.  He  has  been  engaged 
as  metallurgist  by  many  of  the  leading  smelting  companies  in  the 
country  and  left  a  position  as  Research  Metallurgist  for  the 
American  Canadian  Smelling  Co.  to  come  to  the  Institute.  Prof. 
Carpenter  is  a  member  of  the  American  Institute  of  Alining  and 
Metallurgical  Engineers. 

Clinton  Everett  Stryker,  B.S.  in  E.E.,  Assistant  Professor  of 
Electrical  Engineering,  graduated  from  Armour  Institute  in  1917. 
Prof.  Stryker  is  a  member  of  the  American  Institute  of  Elec- 
trical Engineers,  and  of  Eta  Kappa  Xu.  honorary  electrical  fra- 
ternit}'. 

Roe  L.  Stevens,  B.S.  in  C.  E.,  Assistant  Professor  of  Civil  En- 
gineering, received  his  degree  at  Armour  Institute  in  1908.  Prof. 
Stevens  is  a  member  of  the  American  Society  of  Civil  Engineers. 

John  Edward  Kelly,  M.D.,  Consulting  Physician,  graduated 
from  the  Medical  Department  of  Northwestern  University  in 
1905.  Dr.  Kelly  is  a  member  of  the  Chicago  Medicai  Society,  of 
the  Illinois  State  Medical  Association,  and  of  the  American  Med- 
ical Association.  He  has  been  a  practicing  physician  and  surgeon 
since  1905,  and  is  now  AttCjiding  Surgeon  at  the  Mercy  Hospital. 

Harold  S.  White,  B.S.  in  M.E.,  Instructor  in  Automobile  Engi- 
neering, graduated  from  Armour  Institute  in  19 17.  Mr.  White 
is  a  member  of  the  Society  of  Automotive  Engineers  and  of  Tau 
Beta  Pi,  honorary  engineering  fraternity.  He  has  done  much 
research  w'ork  along  his  line  natli  the  government  dur^'ng  the  war. 

Will  White  Colvert,  A.B.,  x\.M.,  Instructor  in  Physics,  comes 
from  Cumberland  University,  w^here  he  graduated  in  191 7. 

W^altcr  J .  Bentlcy,  B.S.  in  C.E.,  Instructor  in  General  Oiem- 
istry,  graduated  from  Armour  Institute  in  1920.  Mr.  Bentley  is 
a  member  of  Phi  Lambda  Upsilon,  honorary  chemic'l  fraternit}^ 

Xathan  Lesser,  B.S.  in  E.E.,  Instructor  in  Elementary  Machine 
Drawing,  graduated  from  the  University  of  California  in  191 5. 
Mr.  Lesser  is  a  member  of  the  Western  Society  of  Engineers. 

Helen  R.  Curtis,  Assistant  Librarian,  comes  to  the  Institute 
from  the  Chicago  Public  Library,  where  she  was  Junior  Library 
Assistant.     Miss  Curtis  is  a  member  of  the  Chicago  Librarv  Club. 


ALUMNI  NOTES 

THE  1920  SPRING  ALUMNI  MEETING  AN  -DINNER. 


The  Spring  Alumni  Meeting  for  1920  was  held  on  May  22  at 
the  Cit\'  Club,  and  was  attended  by  about  one  hundred  and  fifty 
alumni.  Dr.  (iunsaulus  addressed  the  meeting  and  spoke  of  the 
new  Institute,  and  he  was  followed  by  Dean  Raymond,  Dean 
Monin.  Mr.  R.  M.  Henderson,  and  Prof.  AVilcox. 

At  the  business  meeting,  which  followed,  the  following  nipn 
were  elected  officers  for  the  year  1920-21  : 

W.  D.  Mathews,  '99,  President. 

Herbert  Cieck  '11,  Vice-President. 

L.  E.  Davies  '19,  Corresponding  Secretary. 

W.  Oberfelder,  Corresponding  Secretary. 

E.  A.  Freeman,  Treasurer. 

W.  A.  Kellner,  Master  of  Ceremonies. 

The  members  of  the  Board  of  Managers  are  Sidney  James,  F. 
C.  Dierking.  and  C.  A.  Knuepfer  to  1923 ;  R.  M.  Henderson,  W. 
J.  Baer,  and  B.  S.  Carr  to  1922 ;  J.  C  Penn,  R.  Harris,  and  G.  N- 
.Siebenaler  to   192 1. 


NEW  ADDRESSES. 


Clarence  Muehlberger,  '20,  is  instructing  in  chemi.'^try  at  the 
Universtiy  of  Wisconsin,  while  working  for  his  advanced  degree. 

Arthur  H.  Anderson,  '02,  formerly  Assistant  Professor  of  Ex- 
perimental Engineering  at  Aimour,  has  recently  accepted  a  posi- 
tion as  instructor  of  steara  and  gas  engineering  at  ihe  Univer- 
.sity  of  Wisconsin. 

Stanley  Evans,  '18,  after  his  recent  marriage  to  Miss  Marion 
Possum  of  Milwaukee,  ha^  settled  in  Minneapoli?  as  insurance 
engineer  for  the  Hartford  I- ire  lusurance  Co 

Leroy  H.  Badger,  '07,  foimerly  connected  with  the  A.  T.  & 
S.  F.  R.  R.,  is  now  a  mechanical  engineer  with  the  DeRemer 
Blatchford  Co.,  Chicago. 


Vol.  XII,  No.  1]  COLLEGE  NOTES  65 

Ronald  Baker  Qark,  'l2,  is  now  with  the  Allied  Machinery 
Co.,  de  France,  and  is  located  in  Paris. 

Ralph  M.  Crow,  '13,  has  moved  from  the  Office  of  State  Super- 
vising Architect,  Chicago,  to  the  Division  of  Architecture,  Capitol 
Building,  Springfield,  111. 

William  E.  Dady,  '19,  is  architect  for  the  Wisconsin  Steel  Co., 
at  their  Chicago  office. 

Alan  Hetherington,  'iS,  has  left  the  Chicago  Edifon  Co.,  in 
favor  of  a  position  as  electrical  draftsman  with  the  New  York 
Edison  Co. 

Charles  E.  Eustice,  '01,  is  superintendent  of  the  Galena  Mfg. 
Co.,  of  Galena,  111. 

Frederick  Heuchling,  '07,  is  business  manager  for  the  North- 
western Trust  and  Savings  Co.,  Chicago. 

Morris  Wisner  Lee,  '99,  is  vice-president  of  the  Frank  D. 
Chase  Co,   Inc.,  Industrial  Engineers,  of  Chicago. 

Omar  Grant  O'Grady,  '\y,  has  gone  to  Natol,  Rio  Grande  de 
Norte,  Brazil,  as  resident  engineer  of  the  Serido  Highway. 

Robert  Perkins,  '17,  and  a  Mr.  McWayne  have  gone  into  part- 
nership as  architects.  Their  headquarters  are  located  at  Sioux 
Falls,  South  Dakota. 

Orson  R.  Prescott,  '04,  has  left  the  Ameircan  Coal  and  Prod- 
ucts Co.,  and  now  is  located  with  American  Coke  and  Chemical 
Co.,  Chicago,  as  engineer. 

Tom  Hall,  '20,  after  a  short  period  with  Morris  &  Co.,  packers, 
has  accepted  a  position  as  Assistant  Editor  of  "Power  Plant  En- 
gineering." 

Emil  Schiffers,  '15,  is  domg  general  contracting  work  in  San 
Antonio,  Texas. 

James  L.  Shane,  '14,  hab  been  promoted  to  the  position  of 
superintendent  of  construction  in  the  engineering  department  of 
the  Western  Electric  Co. 


BOOK  NOTES 


The  Armour  Institute  oi  Technology  'Libra.vy  has  received  the 
following  new  books  whicii  will  be  of  interest  to  the  various 
departments : 

MECHANICAL  DEPARTAIENT. 
Androe,  Stephen  O.     Tlie  Petroleum  Handbook. 

A  condensed  book  of  reference  conve3nng  the  histor}%  the  pro- 
curing, the  preparation  for  the  market,  and  the  marketing,  of 
natural  gas,  gasoline,  and  shale  oil. 

Eason,  Alec  B.     Flozv  and  Measurement  of  Air  ar.d  Gases. 

The  author  investigates  the  friction  of  gases  and  the  coefficient 
of  friction  in  pipes,  the  question  of  suitable  meters  for  gas  and 
air  and  the  working  of  pncamatic  tubes.  He  discus^^es  the  foun- 
Jations  upon  which  graphs  and  formulae  aic  based. 

Favary,  Ethelbert.    Motor  Vehicle  Engineering. 

This  work  aims  to  present  in  a  simple,  concise  wav,  using  the 
simplest  of  mathematics,  the  information  needed  by  the  automo- 
bile designer  and  engineer,  as  well  as  the  draftsman,  technical 
graduate,  mechanic,  and  others  interested  in  motor  vehicle  en- 
gineering. 

Hagar,  Dorsey,     Practical  Oil  Geology. 

A  clear  practical  handbook  on  the  occurrence  and  geology  of 
oil,  based  on  American  methods. 

Ninde.  W.  E.    Design  and  Construction  of  Heat  Engines. 

This  unusually  well-arranged  book  explains  the  principles  and 
construction  of  the  steam-engine,  steam  turbine  and  internal  com- 
bustion engine.  A  separate  chapter  is  then  devoted  to  each  of 
the  parts. 

ELECTRICAL  ENGINEERING. 

Caeifornia  Railroad  Com  mission.  Inductive  Interference  Be- 
tween Electric  Power  and  Communication  Circuits. 
This  volume,  comprising  nearly  1200  pages,  contains  reports  on 
^lectric  induction,  electric  railway  interference,  harmonic  analysis, 
general  inductive  interference,  magnetization  of  iron,  and  trans- 
former harmonics. 


Vol.  XII,  No.  1]  BOOK  NOTES  67 

Ferguson,  O.  J.    Electric  Lighting. 

The  author  states  in  his  n.^cface,  that  "Next  to  the  human  need 
for  food,  shelter,  and  clothiiig,  comes  the  need  for  ar:ificial  Hght. 
The  meeting  of  this  requirement,  upon  a  large  scale,  becomes  an 
engineering  proposition." 
James,  H.  D.    Controllers  for  Electric  Motors. 

The  principles  of  operar'un  and  the.  practical  applications  of 
controlling  devices  are  treated  in  this  book.    General  types,  rather 
than  special  makes,  are  described. 
Pierce,  G.  W.     Electric  Oscillations  and  Electric  Waves. 

An  advanced  mathematical  treatise  on  electric  oscillations  and 
electric    waves,    with    special    application    to    radio    telegraphy. 
Their  application  to  optics  a^^d  telegraphy  are  also  considered. 
Steinmetz,  C.  p.     Theory  and  Calculation  of  Transient  Electric 
Phenomena  and  Oscillations. 

In  view  of  the  serious  importance  of  transient  phenomena  in 
huge  generators,  transmission  systems,  and  high  frequency  ap- 
paratus, this  mathematical  treatment  of  the  subject  will  find  imme- 
diate use  among  advanced  students. 

CIVIL  ENGINEERING. 
Bishop,  Carledon  T.  Structural  Drafting  and  the  Design  of 
Details. 
The  author,  who  was  formerly  chief  draftsman  with  one  of  the 
largest  bridge  companies,  and  is  now  a  professor  at  Yale  Univer- 
sity, shows  a  thorough  practical  and  theoretical  knowledge  of  his 
subject. 

Corrugated  Bar  Company,  Buffalo.     Useful  Data  on  Rein- 
forced Buildings  for  the  Designer  and  Estimator. 
The  aim  of  this  book  is  to  give  all  the  data  needed  by  the  busy 
engineer  or  estimator  in  meeting  the  every-day  problems  in  con- 
crete building  design. 

Finch,  J.  K.     Topographic  ''Japs  and  Sketch  Mapping. 

In  recent  years  the  development  of  the  automobile  and  the 
camping  habit  has  led  to  a  more  extensive  use  of  maps.  This 
fact,  taken  with  the  demand  for  instruction  in  map  reading  and 
sketch  mapping  brought  about  by  the  great  war,  has  increased  the 
interest  in  this  subject. 


68  THE    ARMOUR   ENGINEER        [November,  1920 

Manufacturers'  Aircraft  Association.    Aircraft  Year  Book, 
1920. 

An  attractive  annual  coniaining  aeronautical  maps,  a  list  of  the 
world's  aces,  important  events  in  the  history  of  fl>ing  and  bal- 
looning, aerial  mail,  technical  development  of  airplanes,  and  other 
interesting  information. 
Mead,  D.  W.    Hydrology. 

The  work,  based  on  the  author's  course  in  the  University  of 
Wisconsin,  treats  of  rainfall,  floods,  geolog^%  ground  waters,  run- 
off, stream  discharge  and  other  meteorological  and  geological 
conditions  to  be  taken  into  consideration  in  planning  hydraulic 
engineering  tmdertakings. 

CHEMIC/v,L  ENGINEERING. 
Alderson,  Victor  C.     Oil  Shale  Industry. 

The  author  of  this  book  was  formerly  a  member  of  our  own 
faculty  and  is  now  president  of  the  Colorado  School  of  Mines. 
He  claims  that  "the  successful  retorting  of  oil  from  shale  and  the 
establishment  of  the  oil  shale  industry  on  a  permanent  and  prof- 
itable basis  is  the  great  problem  of  this  decade." 
HoYT,  Samuel  L.    Metallography. 

The  general  principles  ar-j  discussed,  and  there  are  chapters  on 
the  physical  and  mechanical  properties  of  metals  and  alloys. 
ScHOELLER,  W.  R.  AND  PowELL,  A.  R.     The  Analvsis  of  Min- 
erals and  Ores  of  the  Rarer  Elements. 

The  authors  of  this  book  on  the  properties  and  separation 
methods  of  the  rarer  elements  show  a  very  practical  acquaintance 
with  their  subject. 

Seidell,    Atherton.      Solubilities    of   Inorganic    and    Organic 
Compounds. 

This  new  edition  contains  chapters  describing  the  sources  of 
data,  the  methods  of  calculating  them  to  desired  terms,  the  inter- 
pretation of  their  tabular  anangement,  some  of  the  methods  used 
for  the  accurate  determination  of  solubilities,  and  the  inclusion 
of  the  freezing  points. 
Williams,  R.  S.     Principles  of  Metallography. 

This  is  a  scientific  study  of  the  properties  and  structure  of 
mixed  metals.  The  book  treats  of  the  non-ferrous  alloys  of 
iron  and  steel,  with  empha'^is  on  the  practical  applications  of 
metallography. 


Vol.  XII,  No.  1]  BOOK  NOTES  69 

OF  GENERAL  INTEREST. 
Brearly,  H.  C.     Time  Telling  Through  the  Agej. 

An  interesting  work  giving  historic  facts  about  the  making  of 
timepieces,  as  well  as  much  information  on  the  science  of 
horology. 

Elliott,  H.  S.  R.     Modern  Science  and  Materialism. 

A  good  discussion,  not  unduly  technical,  of  the  relation  between 
the  universe  as  a  whole  matter  and  energy,  life  and  conscious- 
ness, vitalism,  materialism,  and  idealism. 

Ellwood,  Charles  A.  An  Introduction  to  Social  Psychology. 

It  has  seemed  to  the  author  that  a  simple  statement  of  the  bear- 
ings of  modern  psychological  theories  upon  the  problems  of  social 
organization  and  evolution  may  be  useful  as  a  basi  for  the  con- 
struction of  general  sociological  theories,  and  as  an  introduction 
to  sociology  and  the  social  sciences  in  general. 

Henderson,  L.  J.     The  Order  of  Nature. 

This  book  on  philosophy  considers  the  problem  of  the  physical 
rind  chemical  origins  of  diversity  among  inorganic  and  organic 
things,  and  the  adaptability  ol  matter  and  energy. 

Lorentz,  H.  a.     The  Einstein  Theory  of  Relativity ;  a  Concise 
Statement. 

An  effort  to  explain  the  Einstein  theory  in  a  manner  under- 
standable to  the  educated  general  reader. 
Osler,  Sir  William.     Old  Humanities  and  the  Netv  Science. 

The  "Boston  Transcript"  considers  this  essay  a  "rare  produc- 
tion, witty,  learned,  fraught  with  a  high  degree  of  inspiration, 
full  of  sympathy  for  the  old  humanities." 
Te^\d,  Ordway  &  Metcalf,  H.  C.    Personnal  Administration. 

This  book  is  the  first  adequate  manual  for  the  head  of  a  per- 
sonnel department  as  well  as  for  the  executive  directly  in  charge 
of  such  matters  as  emplovment,  health  and  safety,  educational 
development,  and  joint  relations  with  employees.  It  gives  the 
principles  and  the  best  prevailing  practice  in  the  field  of  admin- 
istration of  human  relations  in  industry.  The  conclusions  reached 
are  based  upon  the  experience  of  manufacturing  plants  through- 
out the  country  during  the  past  fifteen  years. 

EDITH   H.   FORD, 

Associate  Librarian. 


ALPHABETICAL    INDEX    OF   ADVERTISERS. 


Page 

Allis-Chalmers    Mfg.   Co 4 

American    Association    of    Engineers    8-9 

Armour    Institute   of   Technology    1 

Armour    &    Co 10 

Besly   &   Company.   Chas.   H 12 

Banning    &    Banning"    12 

Brady   Foundry   Co.,  James   A 5 

Christensen    School   of    Popular   Music 7 

Engineering    Agency     11 

General    Electric    Co 2 

Hansell-Elcock     Co 7 

Hills,    Chas.    W 4 

Jack    Shannon    Co 14 

Jointless    Fire    Brick    Co 13 

Lufkin   Rule   Co 14 

]\Iagie    Bros 4 

Roebling   &   Sons,  John   A 6 

Robinson    &    Co.,    Dwight    P 7 

Swenson    Evaporator    Co 14 

Western    Electric    Co 3 

Wilson   Corporation,  J.    G 12 


\. 


Why  good  students  are  not 
always  successful  men 


IN  a  certain  art  school  it  is  said 
that  no  medal  man  has  ever  be- 
come a  great  artist.  But  it  does 
not  follow  that  poor  students  after- 
ward make  the  biggest  men. 

Still  this  is  true:  IVlan}^  good  stu- 
dents are  apt  to  miss  the  larger 
truths.  Their  very  nearness  to  text- 
book and  laboratory  obscures  their 
vi^iun  of  the  basic  laws  which  clarify 
all  science  and  indeed  all  life. 

Studies  are  of  value  not  so  much 
as  exercises  in  the  details  of  technical 
lore,  but  as  they  help  in  the  search 
for  principles  to  use  later  in  life. 

Perhaps  you  will  forget  your  cal- 
culus formulae  and  the  skilful  use  of 
the  ruling  pen,  but  the  ability  to 
think  straight  and  to  co-ordinate 
thought  with  action— these  are  essen- 
tial to  your  fullest  development. 

Vou  may  grow  to  the  stature  of 
an  engineer  who  can  sell,  an  engineer 
who  can  direct  other  men,  an  en- 
gineer who  can  build. 

Think  about  your  life  that  way, 
and  keep  this  fact  before  you — 

The  electrical  industry  offers  a 
life-work  to  men  who  combine 
vision  with  constructive  common 
sense. 


Western  Electric  —  an  organisation 
which  through  half  a  century  has  had 
a  share  in  bringing  the  convenience  of 
electric  light,  power  and  communico 
tion  to  millions  of  Americans. 


r 


'^  WILLIAM  A.  MAGIE  FRANK  O.  MAGIE  % 

%  President  JOHN  Q.  MAGIE  Treasurer  ♦ 

';*  Secretary  ♦> 

►:*  TELEPHONE   MAIN    1074-1075  | 

MAGIE  BROTHERS 

I  CYLINDER,  ENGINE  AND  DYNAMO  OILS         | 

;♦*  Cup  Greases,  Boiler  Compound,  Cotton  Waste  ♦> 

►>    110-112  S.  CLINTON  STREET  CHICAGO    J 

%  Established   1887  t 


Power  and  Industrial 
Machinery 

Electrical  Machinery  —  Steam  Turbines  —  Steam' 
Engines  —  Hydraulic  Turbines  —  Pumping  Engines 

—  Centrifugal  Pumps  ^  Gas  Engines  —  Oil  Engines 

—  Mining  Machinery  —  Metallurgical  Machinery  — 
Crushing  and  Cement  Machinery  —Flour  Mill  Ma- 
chinery —  Saw  Mill  Machinery  —  Air  Compressors 

—  Air  Brakes  —  Steam  and  Electric  Hoists  —  Farm 
Tractors  —  Power  Transmission  Machinery. 

AlliS' Chalmers  Mfg.  Co. 

Milwaukee,  Wisconsin 


I  CHARLES  W.  HILLS  | 

I  PATENT,    COPYRIGHT,    TRADE  | 

I  MARK  and  CORPORATION  LAW  | 

I  Electrical,  Mechanical  and  Chemical  Engineers  1 

g  —  w 

I  1523-33  Monadnock  Block           -:-           Chicago  | 


mill 

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The  above  illustration  shows  three  of  the  eighteen 

Harrington  Stokers 

recently  installed  by  the  municipal  lighting  company 
of  a  large  eastern  city. 

The  installation  of  the  HARRINGTON  STOKER 
means  a  distinct 

Saving  of  Coal 

because  the  HARRINGTON  STOKER  is  the  only 
stoker  which  will  bum  any  kind  of  coal,  coke  breeze, 
lignite,  bituminous,  and  washer  refuse— with  practi- 
cally no  waste. 

U^ritc     for     "Tzcclrc     fuel     Facts"     the 
story   of   the    HARRIXGTOX  STOKER. 

THE  JAMES  A.  BRADY 

FOUNDRY  COMPANY 

4500  South  Western  Blvd.  Chicago,  Illinois 


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ROEBLING  WIRE  ROPE  SLINGS 


JOHN  A.  ROEBLING'S  SONS  COMPANY 

Manufacturers    of 

WIRE     ROPE,     STRAND,     TELEPHONE,     COPPER,     FLAT, 

SPECIAL   SHAPE   AND    MISCELLANEOUS    WIRES, 

INSULATED  WIRES  AND  CABLES. 

Trenton,  New  Jersey 


165  West  Lake  Street 


Chicago,  111. 


Wlu-ii    wriliiiK    to    .V(lveI■ti^«•rs,    please    nienlion    TMK     \KM<H  H     KNCilNKIOK 


ANYONE  CAN  LEARN 

RAGTIME 
^  f JAZZ 

PIANO  PLAYING 


We  teach  adult  be- 
ginners 
IN  20  LESSONS 

The  simplest  and 
most  instructive 
course  of  music  les- 
sons ever  written  for 
beginners. 

Advanced  course  for 
players.  Our  schools  are 
under  the  personal  super- 
vision of  Axel  Christen- 
sen.  Vaudeville's  "Czar  ol 
Ragtime." 

Christensen  School 
of  Popular  Music 

£.  Jackson  Blvd. 


Plione     Harrison     5669 
for  Free  Booklet. 


Complete  Service 

IX     THE     DESIGN    AND     CON- 
STRUCTION   OF 
Steam    Power    Stations 
Slioi»s 
Foundries 
Hydro-Electric     Developments 
StppI     ;Mills 
Chemical    Plants 
Railroad    ShoDs 
I.oconiotive  Terminals 
Passenger    Terminals 
Concrete    Factory    Building:s 
Gasoline    Extraction    Plants 
Transmission    Systems 
Housing     Developments 
Office    Buildings 
Hotels 
Harbor    Developments 

Dwight  P.  Robinson  &  G). 

Ini-uru.irato'l 

Engineers  &  G)nstructors 

rj.^    Ea.^t  46tb   Street 

NB"V\'   YORK 

Chieaao  Cleveland  Dallas 

Pittsburg'h         Los  Angeles 

Yoniigstown 

CoDiSolidated  with 
kA'estinghoiise.  Church,  Kerr  &  Co. 

Incorporated 


Hansell-Elcock 
Company 

Foundry 

STRUCTURAL  STEEL,  ORNA- 
MENTAL IRON  WORK,  FIRE 
ESCAPES,  STEEL  DOORS, 
STAIRS,  GRAY  IRON  CAST- 
INGS. .J 


Office  and  Works: 

Archer   and    Normal   Avenues, 
23rd   PI..    Canal   and   24th   Sts. 

CHICAGO 


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Two  Great 
Founded  on  the 

Armour  Institute 
of  Technology 

"This  institution  is  founded 
for  the  purpose  of  giving  to 
young  men  an  opportunity  to  se- 
cure a  hberal  education.  It  is 
hoped  that  its  benefits  may 
reach  all  classes.  It  is  not  in- 
tended for  the  poor  or  the  rich, 
as  sections  of  society,  but  for 
any  and  all  who  ar-^  earnestly 
seeking  technical  education.  Its 
aim  is  broadly  philanthropic. 
The  Institute  is  not  a  free 
school ;  but  its  charges  for  in- 
struction are  in  harmony  with 
the  spirit  which  animates  alike 
the  Founder,  the  Trustees,  and 
the  Faculty ;  namely,  the  desire 
to  help  those  who  wish  to  help 
themselves." — From  the  A.  I.  T. 
Catalogue. 

American  Association  of  Engineers, 

63   East  Adams  Street,   Chicago. 

Gentlemen: 

I    shall    be   glad    to   receive    full   information   concerning 
America's   largest   engineering   society. 

Yours  truly, 


A.   E.   29 


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BHI 


Institutions 
Same  Principles 

American  Association 
of  Engineers 

"Out  of  the  recognition  of  the 
adage  that  'the  Lord  helps  those 
who  help  theniselves'  has  come 
our  present  Association,  origin- 
ated and  maintained  by  men  who 
are  determined  not  to  rely  upon 
others,  nor  to  wait  for  some  old- 
er society  to  awake  to  their 
needs,  but  to  get  together  and 
make  an  elfective  agency  for 
self-help — and  for  service  to  hu- 
manity. They  are  dominated  by 
altruistic  ideals,  but  are  eminent- 
ly practical  in  trying  to  Improve 
their  own  conditions,  believing 
that  with  larger  opportunities 
and  better  appreciation  they  can 
more  effectively  add  to  the  sum 
of  health,  comfort  and  prosper- 
ity of  mankind." — From  retiring 
address  of  Dr.  Frederick  H. 
Newell  as  president  of  A.  A.  E. 

"The  desire  to  help  those  who  wish  to  help  themselves" 
activates  every  endeavor  of  the  American  Association  of 
Engineers.  The  present  membership  of  more  than  22,000 
includes  3,200  students  throughout  the  country.  The  200 
chapters  and  clubs  include  34  regularly  constituted  student 
chapters.  At  the  University  of  Arizona  every  engineering 
student  and  member  of  the  engineering  faculty  are  mem- 
bers of  the  A.  A.  E.  If  you  want  to  make  the  most  out  of 
your  engineering  career  you  can't  afford  not  to  join.  Your 
name  and  address  on  the  form  on  the  opposite  page  will 
bring   full  information. 


When   writing  to   Advertisers,   please   mention   THE  ARMOUR  ENGINEER 

—9—  ^ 


"It  Takes  the  Guesswork 
Out  of  Food  Buying" 

WHEN  your  dealer  shows  you  a  food 
marked  with  the  Armour  Oval  Label, 
all  doubts  and  uncertainties  disap- 
pear. For  you  know  every  product  bearing 
this  trade  mark  is  dependable — and  depend- 
ability is  a  big  thing  to  look  for  in  these  days 
of  high  food  cost  and  uncertain  values. 

Star  Ham  and  Bacon,  Veribest  Canned 
Meats,  Dry  Sausage,  Poultry,  Eggs,  Clover - 
bloom  Butter,  Veribest  Evaporated  Milk, 
Veribest  Cheese  and  scores  of  other  foods 
are  all  brought  to  you  at  their  best  when  you 
specify  'Armour's  Oval  Label  Products." 

Ask  any  dealer  carrying  them  why  he  so 
strongly  endorses  Armour's  Oval  Label 
Foods.  He  will  tell  you  that  it  is  because 
they  build  good  will  and  greater  satisfaction 
among  all  of  his  customers. 

ARMOUR  A^D  COMPANY 

CHICAGO 

5355 

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—10— 


Twenty- eighth  Year 

The 

Engineering 
Agency 

INCORPORATED 

Technical  Employment 

1662  Monadnock  Block 
Chicago 


Absolutely  No  Advance  Fee  of 
Any  Kind  Whatsoever 


See   Us  for  Positions  in 

APPRAISALS 

METALLURGY 

ENGINEERING 

CONTRACTING 

MANUFA  CTURING 

ARCHITECTURE 

CHEMIST  R  Y  TEA  CHING 

MINING  SALES 

Harrison  4056 


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—11— 


'*  A  A  A  AA  A  A  A  i.*4  A  A  A  A  A  A  A  A  A^  A.  A  A.  A  A^  ^*  A  A  *T*  A  A  A  *.▼*  JU  JU  *K.  J^  JU  .T*  *.T«  »'tf  <T*  jX»  lA.  J>U.  Jti 

•  *_^  y  y  W  V  V  V  V  V  V  >*  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V  •*♦  V  V  V  V  V  V  >*  V  V  V  V  V  V  V 


BANNING  &  BANNING 

COUNSELORS-AT-LAW 
Patent,  Trade  Mark  and  Copyright  Causes 


THE  MARQUETTE  BUILDING 
Chicago Illinois 


THOMAS  A.   BANNING,  JR. 


♦ 


Machinists,  Mill  and 
Railroad  Supplies 

Brass,  Copper,  Bronze  and 
Nickel  Silver 


BESLY  GRINDERS 


BESLY  TAPS 


The  leading  Engineering 
Colleges  and  Institutes 
have  found  Besly  Quality 
and  Service  a  Decisive  fac- 
tor. 


CHAS.  H.  BESLY  &  COMPANY 

118-124  N.  Clinton  St.,  Chicago,  111. 


Wilson  Rolling  Steel  Doors 
Standard  for  45  Years 

The  J.  G.  WILSON  CORPORATION 

8  West  40th  Street,  New  York 

Offices  in  Principal  Cities. 


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—12— 


FURNACE    LINING 


For  New  or  Old  Boilers  There  Is 
No  Better  Furnace  Lining 

Plibrico  has  been  developed  as  a  plastic  furnace  lining  that 
can  be  shaped  in  place  and  afterwards  vitrified  to  make  a  one- 
piece  monolithic  lining — than  which  there  is  no  better  setting 
for  any  industrial  boiler.  It  has  been  the  one  and  only  ambition 
of  the  Jointless  Fire  ]3rick  Co.  to  serve  well  not  only  with  a  view 
of  profit,  but  from  an  altruistic  angle  and  a  real  desire  to  serve 
at  the  gate  post,  where  economy  begins  in  every  boiler  plant — 
in  the  boiler  furnace  lining. 


Old  Boiler  settings  are  re- 
born by  patchiyig  with         i 
Pilbrico. 

Shipped  in  steel  con- 
tainers. Warehouse  stock 
carried  in  all  principal 
cities  for  immediate  de- 
liveries. 


Plibrico  Is  Easily  Moulded  to  Fit  any  Place 


Write  for  book  on  Furnace  Building 


—13— 


VFfC/N 


"Challenge"  "Reliable" 

"Engineers"  and    "Wolverine" 


TAPES 

For  years  most  favorably  known 
Accurate — Dependable       All    Ways 

the/ufmnPuleCo.  ^^.  J""'^ 

I  ^  ''  *^         Windsor, 

SAGINAW,  MICH.  Canada 


FOR  CHRISTMAS 

A  Sweater  or  Jersey  in  your  school  colors 

Alfred  Johnson  Tubular  Ice  Skates 

Sol  Levinson's  Boxing  Gloves 

Footballs  —  Basket  Balls  —  Indoor  Balls 

Golf  Clubs — Tennis  Rackets 

Striking  Bags  and  Platforms 

Roller  Skates — Exercisers — Pennants 

The  Jack  Shannon  Co. 

Chicago's  Leading  Sporting  Goods  Store 


Swenson  Evaporator  Company 

ENGINEERS  AND  MANUFACTURERS 

Established  1889 
SINGLE  AND   MULTIPLE   EFFECT   EVAPORATORS 
BEET  SUGAR  AND  CHEMICAL  PULP  MACHINERY 


945  Monadnock  Building  F.  M.  de  Beers,  Pres. 

Chicago,    111.  P.  B.  Sadtler,  V.-Pres. 

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—14— 


Statement  of  ownership  management,  circulation,  etc.,  of 
THE  ARMOUR  ENGINEER,  published  quarterly  at  Qiicago, 
111.,  required  by  an  Act  of  Congress,  August  24,  1919. 

Editor — ^John  P.  Sauger,  836  Wilson  Ave.,  Chicago,  111. 

Managing  Editor — Spencer  N.  Havlick,  422  Garfield  Ave.,  Chi- 
cago, 111. 

Business  Manager — Fletcher  E.  Hayden,  5249  Calumet  Ave., 
Cbicago,  111. 

Associate  Business  Manager,  Emil  F.  Winter.  3914  Green- 
view  Ave.,  Chicago,  III. 

Publisher — The  College  of  Engineering,  Armour  Institute  of 
Technology,  Chicago,  111. 

Owner — The  College  of  Engineering,  Armour  Institute  of 
Technology,  Chicago,  111. 

FLETCHER  E.  HAYDEN, 

Business  Manager. 


Sworn  to  and  subscribed  before  me  this  7th  day  of  December, 
1920. 
Chicago,  Dec.  7,  1920  GEORGE  S.  ALLISON, 

(Notary  Seal)  Notary  Public. 


--■'^—''- '"'••"- 


Volume  XII. 
Number  2. 


JANUARY,  1921 


Per     Copy,     15     Cents 
Per    Year,    $1.50 


CONTENTS. 


ENGINEERING  AN  ESSENTIAL  OF  ECONOMIC  AND 

MILITARY  PREPAREDNESS 71 

By  Dr.   Frank  W.   Gunsaulus. 

ECONOMY  OIL  BURNING  FURNACES 78 

By   LeRoy   H.   Badger. 

THE  APPLICATION  OF  AUTOMATIC  SUBSTATIONS 

TO  INTERURBAN  LINES 91 

By   Charles    H.    Jones,    '09. 

FUEL  AND  AIR  MIXING  DEVICES  FOR  INTERNAL 

COMBUSTION  ENGINES 96 

By    Daniel    Roesch,    '04- 

MAKING  WORK  A  GAME 106 

By   L.    K.    Sillcox. 

EDITORIALS 112 

ENGINEERING  SOCIETIES 116 

COLLEGE   NOTES 124 

ALUMNI  NOTES 129 

BOOK  NOTES 131 

ALPHABETICAL  ADVERTISING  INDEX 135 


Armnur 
3ln0ttt«t?  of  ®f  rtjttologg 


CHICAGO 


THE  COLLEGE  OF  ENGINEERING  OFFERS   COURSES   IN 

Mechanical  Engineering 
Electrical  Engineering 
Civil  Engineering 
Cheniical  Engineeriftg 
Fire  Protection  Engineering 
A  rchitecture,  and  Industrial  A  rts 


These   Courses   are   each   four  years  in  length  and 
lead  to  the  degree  of  Bachelor  of  Science 


COMPLETELY  EQUIPPED  SHOPS 
and  LABORATORIES 


^\\t  ilttstttut^  lulkttna 

WILL  BE  SENT  ON  APPLICATION 


'-I— 


What  Is  Vacuum? 


F  THE  traffic  policeman  did  not  hold  up  his  hand  and 
control  the  automobiles  and  wagons  and  people  there 
would  be  collisions,  confusion,  and  but  little  progress 
in  any  direction.    His  business  is  to  direct. 

The  physicist  who  tries  to  obtain  a  vacuum  that  is  nearly 
perfect  has  a  problem  somewhat  like  that  of  the  traffic 
policeman.  Air  is  composed  of  molecules — billions  and 
billion?  of  them  flying  about  in  all  directions  and  often 
colliding.  The  physicist's  pump  is  designed  to  make  the 
molecules  travel  in  one  direction—out  through  the  exhaust. 
The  molecules  are  much  too  small  to  be  seen  even  with  a 
microscope,  but  the  pump  jogs  them  along  and  at  least 
starts  them  in  the  right  direction. 

A  perfect  vacuum  would  be  one  in  which  there  is  not  a 
single  free  molecule. 

For  over  forty  years  scientists  have  been  trying  to  pump 
and  jog  and  herd  more  molecules  out  of  vessels.  There  are 
still  in  the  best  vacuum  obtainable  more  molecules  per 
cubic  centimeter  than  there  are  people  in  the  world,  in 
other  words,  about  two  bi'lion.  Whenever  a  new  jogging 
device  is  invented,  it  becomes  possible  to  eject  a  few 
million  more  molecules. 

The  Research  Laboratories  of  the  General  Electric 
Company  have  spent  years  in  trying  to  drive  more  and 
more  molecules  of  air  from  containers.  The  chief  purpose 
has  been  to  study  the  effects  obtained,  as,  for  example, 
the  boiling  away  of  metals  in  a  vacuum. 

This  investigation  of  high  vacua  had  unexpected  results.  It  became 
possible  to  make  better  X  fay  t  ubes — better  because  the  X-rays  could 
be  controlled;  to  make  the  electron  tubes  now  so  essential  in  long- 
range  wireless  communication  more  efficient  and  trustworthy ;  and  to 
develop  an  entirely  new  type  of  incandescent  lamp,  one  which  is  filled 
with  a  gas  and  which  gives  more  light  than  any  of  the  older  lamps. 

No  one  can  foretell  what  will  be  the  outcome  of  research  in  pure 
science.  New  knowledge,  new  ideas  inevitably  are  gained.  And  sooner 
or  later  this  new  knowledge,  these  new  ideas  find  a  practical  applica- 
tion. For  this  reason  the  primary  purpose  of  the  Research  Labora- 
tories of  the  General  Electric  Company  is  the  broadening  of  human 
knowledge. 

GeeeralWElectric 


General     Office 


Schenectady,  N.  Y. 


When    writiDK    lo    AUverlisers,    please   mention   THE  ARMOUR   BNOINBSR 

—2— 


THE  ARMOUR 
ENGINEER 


The  Quarterly  Technical  Publication 

OF  THE 

Armour  Institute  of  Technology 
chicago,  illinois 


Volume  XII  Number  2 

January,  1921 


Copyright,  1921 

by 
John  P.  Sanger 

and 

I'Metcher   E.   Hayden 


The  Armour  Engineer 

VOLUME  XII.  JANUARY,    1921.  NO.  2 

ENGINEERING  AN   ESSENTIAL  OF   ECONOMIC  AND 
MILITARY  PREPAREDNESS 


By  Dr.  Frank  \Y.  Gunsaulus. 
President  of  the  Armour  Institute  of  Technology, 


The  folloK'ing  article,  prepared  from  an  address  delivered  by 
the  principal  speaker  before  a  recent  meeting  of  the  Illinois 
Manufacturers'  Association,  places  an  unmistakable  charge  upon 
the  engineers  of  the  United  States  in  preparedness.  Great  prob- 
lems of  preparedness  for  both  zvar  and  commercial  progress  lie, 
in  the  field  of  engineering.  What  the  speaker  did  not  say,  but 
what  efi\gineers  \vill  infer,  is  that  they  must  not  only  carry  owi^ 
the  great  engineering'  problems,  but  must  be  leaders  in  their  pro- 
motion. A  breath  of  progress  such  as  engineers  aspire  to  pervades 
this  rewritten  address. 


The  great  question  before  myself,  like  yourselves,  is  or  ought 
to  be,  not  what  is  the  attitude  of  Germany,  but  what  is  the  atti- 
tude of  the  whole  world  on  the  other  side  of  the  Atlantic  with 
reference  to  the  supineness,  the  stupidity,  the  hesitance,  the  lack 
of  discipline  and  force  and  vigor  in  our  teaching  and  our  practic- 
ing the  results  of  science  as  applied  to  the  solution  of  practical 
problems  in  engineering. 

All  true  education  is  the  education  simultaneously  of  head, 
heart  and  hand.  Physiologically,  you  cannot  have  a  good  heart 
without  a  good  hand,  and  you  cannot  have  a  good  hand  without 
a  good  head  and  a  good  heart,  and  you  cannot  have  a  good  head 
without  a  good  heart  and  a  good  hand.  I  mean  to  say  that  the 
intellect,  as  we  used  to  say,  and  the  emotions  and  the  will,  the 
region  of  dream  and  duty  and  integrity,  must  be  contemporane- 

*Reprint    from    the    "Professional    Engineer." 


72  THE    ARMOUR    ENGINEER  [January,  1921 

ouhly  educated  and  that  means  the  doing  of  things  that  \vc  feel 
an  obligation  to  in  the  form  of  duty  and  that  we  see  in  the 
dreamland  of  imagination.  That  gets  the  blood  circulation  through 
the  whole  human  body;  that  gets  the  gray  matter  of  the  brain 
into  the  ends  of  one's  fingers. 

We  must  remember  that  the  weakness  of  our  American  educa- 
tion has  been  in  the  fact  that  we  have  sent  the  head  to  school  and 
the  heart  to  church,  and  the  American  hand  has  been  about  as 
worthless  and  useless  and  uneducated  a  thing  as  there  ever  was 
in  the  universe.  My  plea  tonight  for  handicraft  is  a  plea  for 
patriotism.  It  is  a  plea  for  country.  It  is  a  defense,  not  against 
Germany,  but  against  flaccid,  brainless,  horn-blowing  American- 
ism. 

The  recent  war  was  a  war  of  engineers.  Every  force  of 
modern  engineering  ever  discovered  was  taken  and  used  by  a 
nation  wise  enough  to  have  trained  the  hand  with  the  head.  Ger- 
many took  our  barbed  wire  fence  for  war,  took  our  armor  plate 
for  war,  took  our  machine  guns  for  war,  took  our  submarine  for 
war,  and  when  the  Zeppelin  failed,  took  our  aeroplane  for  war. 
She  was  not  guilty  of  petit  larceny.  It  was  grand  larceny.  It 
was  the  larceny  of  a  great,  big  brainy  people  with  strong,  culti- 
vated hands,  trained  hands. 

Now  we  are  face  to  face  with  the  fact  that  Germany,  having 
outgeneraled  us  in  what  we  call  statesmanship,  or  in  what  we 
may  call  international  politics,  and  having  had  the  world  so  long 
where  she  could  say,  "If  you  don't  let  me  behave  as  I  want  to, 
T  won't  pay  my  debts,"  has  the  opportunity  to  so  get  herself 
together,  with  the  interests  of  exchange  not  altogether  against 
her,  and  with  prodigious  industry,  that  the  other  day  when  the 
American  Locomotive  Works  and  the  Baldwin  Locomotive  pre- 
sented their  bids  for  engines  for  Java  and  Sumatra,  the  vice- 
president  of  the  Baldwin  Locomotive  Works  told  me  that  they 
woke  up  to  the  fact  that  even  though  they  had  done  their  best, 
Germany  by  three  or  four  thousand  dollars  on  each  engine  won 
the  day  and  will  supply  Holland  with  her  locomotives  for  Java. 

Now  I  am  not  inveighing  against  Germany,  but  I  do  not  respect 
the  kind  of  Americanism  that  forgets  how  nearly  we  were 
strangled  to  death  because  we  had  not  educated  the  American 
hand. 

What  are  the  immediate  problems  at  home,  then,  that  a  person 


Vol.  XII,  No.  2]     GUNSAULUS:   ECONOMIC   PREPARERNESS  73 

in  my  position  ought,  noblese  oblige,  to  speak  to  you  about  to- 
night? The  problems  of  engineering  that  must  be  solved  if  we 
are  even  to  maintain  our  place,  and  much  more  soon  and  much 
more  vividly  must  they  be  solved  for  all  the  people  if  we  are 
to  advance. 

One  hundred  thousand  American  professional  engineers  have 
the  glory  of  their  profession  to-day  because  we  have  learned  in 
America  to  feed  nations.  Think  of  it !  Herbert  Hoover,  the  most 
able  man  in  my  judgment  that  this  war  has  developed,  an 
engineer,  has  taught  the  world  the  abiUty  of  America,  under 
proper  management  and  discipline  to  keep  a  world  from  starving 
to  death.  Do  you  suppose  there  are  not  greater  difficulties  in 
the  future?  Because  we  have  apparently  won  this  war,  must  we 
close  our  brain  to  the  fact  that  we  can  lose  the  war  because  our 
brains  are  inside  of  a  bushel? 

I  tell  you,  men  and  women,  a  war  is  won  in  the  mind  of  a 
people  and  it  is  lost  in  the  mind  of  a  people.  There  is  no  power 
that  we  know  of  in  the  history  of  human  thought  that  can  fore- 
cast so  certainly  the  failure  of  what  is  merely  a  physical  event, 
no  power  of  which  we  are  so  certain  as  that  self-conceit  which  is 
having  its  orgy  of  discourtesy  and  contempt  to-day;  that  self- 
conceit  that  poisons  the  mind  and  infests  the  imagination  and 
ruins  the  character  of  a  great  people. 

In  the  first  place,  let  us  take  some  of  the  problems  of  civil 
engineering.  The  great  man  of  Germany  to-day  is  Hugo  Stinnes. 
Mr.  Hugo  Stinnes  is  the  man  who  first  of  all  said,  "This  great 
factor  of  coal  is  fundamental.  The  next  fact  is  the  way  to  get 
coal  to  the  Krupp  factory."  So  all  of  the  little  rivers  of  Germany 
were  used  and  inland  waterways  were  constructed  by  civil  engin- 
eers, and  when  finally  the  Krupps  broke  down,  and  Bertha's 
husband  was  unable  to  run  things  successfully,  Hugo,  the  man 
who  built  great  works,  made  his  appeal  to  oil,  fuel  oil.  Then  he 
began  to  open  huge  pits  of  lignite,  and  he  began  to  break  down 
mountains  of  shale,  and  he  began  to  extract  oils,  oils,  oils,  and  so 
completely  did  his  inland  waterworks  succeed  in  carrying  to 
and  fro  the  burdens  that  needed  to  be  carried  to  and  fro  that  he 
concluded  to  organize  the  banks  of  Germany  that  had  helped  him 
to  do  business. 

By  and  by  he  bought  the  Atlanta  Hotel  in  Berlin,  with  giving 
up  some  of  the  twenty-six  newspapers  that  he  owned  in  Germany. 


74  THE    ARMOUR    ENGINEER  [January,  1921 

Then  he  bought  another  large  hotel  in  Berlin  and  he  became  the 
owner  in  the  face  of  twelve  million  men  of  the  very  thing  they 
had  dreamed  about,  a  socialized  state. 

Now  this  is  not  a  man  of  yesterday  but  he  is  a  man  of  to-day. 
He  is  the  man  in  Germany  to  whom  the  Germany  of  the  Hohen- 
zoUern  idea  looks  with  hope.  Here  we  are,  for  example,  in  the 
United  States  with  a  great  struggle  for  coal.  Any  man  who 
knows  anything  concerning  the  subject  at  all  knows  that  we  are 
behind  our  own  Americans  who  had  the  vision  and  inventiveness 
of  mind  long  ago  to  perceive  that  in  this  great  country  there 
must  be  such  use  made  of  waterways  that  in  any  crisis  fuel  and 
food  could  be  given  to  the  people. 

You  can  see  in  the  drawing  made  by  Robert  W.  Fulton,  civil 
engineer,  published  in  1796,  almost  ever}-thing  tliat  this  great 
German  mind  of  patriotism  and  imagination  has  put  into  the 
form  of  active  machinery,  and  the  Germany  of  to-day  is  a  Ger- 
many in  which  other  things  being  equal  such  an  outrageous  pro- 
gram as  was  proposed  by  those  Americans  interested  in  the 
higher  price  of  coal  would  be  simply  a  laughing  matter ;  nobody 
in  Germany  would  take  it  seriously. 

A  representative  man  of  South  America  came  to  Armour 
Institute  the  other  day  and  said,  'T  am  up  here  with  a  commission 
to  find  out  why  it  is  that  this  great  Central  West  of  yours  cannot 
send  to  South  America  its  products  in  such  a  way  and  at  such, 
a  time  that  it  is  worth  while  for  us  to  buy  it  up  here?"  He  sees 
that  at  the  present  time  all  of  the  shipments  from  the  Central 
West  have  to  be  shipped  by  way  of  New  York,  He  has  brains 
enough  to  see  that  between  Chicago,  the  capital  of  this  great  field 
of  grain,  silver,  steel,  iron,  of  e\erything,  and  New  Orleans  there 
is  the  simplest  problem  of  engineering  which  any  great  nation  has 
had  put  before  its  imagination  or  its  learning. 

Why  there  are  sixty-eight  miles  of  declivity,  for  example,  that 
would  furnish  by  accurate  computation  two  million  dollars  worth 
of  power  if  it  were  properly  used  by  engineering  processes  in  the 
course  of  a  single  week.  We  have  been  losing,  in  spite  of  all  that 
Isham  Randolph  has  done — a  name  of  one  of  the  greatest 
engineers  and  one  of  the  greatest  friends  of  the  Middle  West 
and  Chicago  and  this  nation, — we  have  been  losing  millions  and 
millions  of  money.  Not  only  have  we  been  losing  that  but  we 
have  been  losing  international  relationships  and  a  vast  business. 


Vol.  XII,  No.  2]     GUNSAULUS:  ECONOMIC  PREPARERNESS  75 

Suppose  in  the  course  of  this  war.  we  could  have  sent  food 
down  our  rivers  instead  of  waiting  for  railways?  Suppose  we 
had  been  able  to  send  even  to  the  Gulf  of  Mexico,  and  suppose, 
further  and  more  interestingly,  we  could  have  been  able  to  send 
food  to  the  Atlantic  seaboard  in  large  measure, — do  you  suppose 
that  there  would  have  been  any  such  suffering? 

If  I  were  to  talk  here  until  morning,  I  should  not  exhaust  the 
subject  of  what  must  be  done  in  civil  engineering  with  respect 
to  our  railways,  but  I  shall  not  enter  upon  that  theme. 

If  I  were  to  go  into  the  intricacies  and  refinements  and  theories 
of  chemical  engineering,  I  should  be  able  to  tell  you  how  all  the 
vast  corn  fields  in  the  West  have  been  under  experimentation  and 
discussion  with  regard  to  the  making  of  paper.  I  should  tell  you 
how  lignite  has  come  to  be  as  important  a  thing  in  all  the  traffic 
of  the  world  and  the  progress  of  the  world's  future  as  any  single 
element  that  has  been  discovered  in  150  years.  To-day  there  come 
to  such  institutions  as  ours  great  problems  from  the  manufac- 
turers of  illuminating  gas,  and  they  know  as  well  as  we  that  the 
engineer  is  the  man  who  must  think  these  things  out. 

Engineering  education  is  not  like  any  other  kind  of  education 
that  I  know  of,  or  ever  experienced.  \\'hen  I  went  to  school 
we  studied  such  subjects  as  came  under  the  purview  and  juris- 
diction of  my  father  and  mother.  I  could  go  home  and  complain, 
and  there  were  mighty  few  propositions  in  all  the  realm  of  my 
grammar  that  could  not  be  arranged  for  at  home  to  suit  the"  taste 
of  the  little  son.  When  you  get  into  an  engineering  school,  the 
shortest  distance  between  two  points  is  a  straight  line.  Mama 
cannot  help  it,  the  doctor  cannot  help  it,  papa's  money  cannot 
help  it.  It  is  not  so  because  the  parson  said  so.  Priests  have  no 
place.  You  could  not  organize  a  jurisdiction  ecclesiastical  in 
geometry  and  have  a  lot  of  priests  stand  outside  and  say,  "Believe 
this  or  go  to  hell." 

And  the  education  of  the  engineer  in  America  means,  with  one 
hundred  thousand  of  them  at  work  now,  straight-forward  think- 
ing men,— -and  the  harder  the  stuff  in  \vhich  he  works,  the  surer 
the  groove  of  the  thinking. 

A  boy  takes  an  instrument  at  the  Armour  Institute  of 
Technology  fitted  to  make  a  screw  thread  one-eighty  thousandth 
of  an  inch  fine.  If  it  is  one-eighty-five  thousandth  of  an  inch  fine, 
that  tool  will  tell  on  that  bov  more  certainly  that  will  the  tool 


76  THE    4RM0UR    ENGINEER         [January,  1921 

which  makes  a  thread  only  one-eighty  thousandth  of  an  inch  fine. 
The  higher  up  vou  go,  the  nearer  you  come  to  radium  and  the 
X-ray. 

Just  the  touch  of  that  screw  un  a  telescope  and  you  are  away 
vner  there  some  place,  and  it  will  take  you  a  good  many  days 
and  months  and  years  to  find  out  where  \ou  are,  for  you  must 
calculate  it  all  from  here. 

I  tell  you  a  man  that  has  preached,  or  a  lawyer  that  has  argued 
cases  before  the  court,  or  any  kind  of  a  rhetorical  brother,  gets 
the  rhetoric  all  knocked  out  of  him  when  he  comes  down  here 
and  finds  that  he  has  to  talk  in  lines  one  one-hundredth  thousandth 
of  an  inch  fine. 

Now,  how  can  we  neglect  the  kind  of  education  that  makes  a 
man  think  in  straight  lines ;  and  makes  him  know  that  truth  is 
set  down  because  it  is  true,  and  that  it  is  not  true  because  it  is 
set  down;  that  it  is  better  for  a  man  to  tell  the  truth,  but  that  the 
truth  is  utterly  independent  of  the  man? 

Well,  I  will  tell  you  what  we  did  for  help  in  getting  finer  screw 
threads.  We  went  to  John  Brashear  of  Pittsburgh  and  told  him 
of  our  difficulty.  He  knew  of  a  worm  in  Portugal  which  spun 
so  fine  a  thread  that  we  could  not  compare  for  fineness  the  fila- 
ment of  a  spider's  thread.  The  spider's  thread  was  entirely  too 
coarse,  too  much  like  a  rope.  We  got  this  worm  and  had  this 
worm  go  to  work  for  us,  and  he  spun  that  thread  so  fine  that  we 
made  a  calculation.  Now,  that  thread  is  so  fine, — well,  let  us 
make  the  calculation  right  here.  You  remember  when  John  Field 
said  to  Robert  Louis  Stevenson,  "Where  shall  I  find  you?"'  They 
were  standing  in  .San  Francisco  looking  toward  the  west.  Robert 
Louis  Stevenson  said,  "At  the  first  house  on  the  left,''  and  he 
pointed  across  the  Pacific.  The  first  house  on  the  left,  the  first 
big  star,  is  Alphacus  .Santori.     Now  let  us  calculate  a  little. 

If  I  were  to  take  this  filament  and  peddle  it  out  at  the  end  of 
mv  wagon,  starting  from  Chicago,  going  to  .San  Francisco,  and 
from  San  Francisco  to  Honolulu,  and  from  Honolulu  down 
around  to  Hong  Kong,  China,  and  into  Persia  to  Constantinople, 
and  from  Constantinople  to  Rotterdam,  and  from  Rotterdam  to 
New  York,  and  New  York  to  Chicago,  I  would  use  just  eleven 
and  two-thirds  ounces,  but  if  I  had  a  wagon  and  started  out  to 
go  to  that  star,  which  is  indespensable  in  astro-physical  calcula- 
tions, and  would  peddle  this  fine  filament  out,  it  would  require 


Vol.  XII,  No.  2]  ECONOMIC   PREPARERNESS  GUNSAULUS:    77 

three  hundred  thousand  tons  !  Now,  that  is  the  kind  of  a  universe 
in  which  your  engineer  hves,  and  it  is  right  in  that  sort  of 
universe  that  the  battle  is  to  be  won. 


It  will  be  of  interest  to  Armour  students  and  graduates  to  know 
that  the  Institute  is  in  possession  of  the  original  of  Herbert 
Hoover's  great  work,  the  translation  from  the  original  Latin 
of  "De  Re  Metallica,"  by  Georgius  Agricola.  This  work  covers 
metallurgical  processes,  geolog}^-,  mineralogy,  and  mineral  law 
from  the  earliest  times  to  the  i6th  century. 


OBTAINING  LIQUID  PRODUCTS  FROM  COAL 


In  obtaining  liquid  products  from  coal  by  hydrogenation  under 
pressure,  coal  is  used  which  contains  not  more  than  85  per  cent 
of  carbon  referred  to  dry  substance  free  from  ash.  In  an  ex- 
ample, 5  kilos  of  coal  having  a  carbon  content  of  74.48  per  cent 
on  the  above  basis  was  mixed  with  10  kilos  tar  oil  and  heated  for 
six  hours  under  a  pressure  of  100  atmospheres  of  hydrogen.  87 
per  cent  of  the  coal  was  converted  into  liquid  products  as  against 
II  per  cent  of  a  coal  with  a  carbon  content  of  92.1  per  cent  simi- 
larly treated.    (Chem.  &  Met.  Eng.,  12-22-19). 


ECONOMY  OIL  BURNING  FURNACES 

By  LeRoy  H.  Badger,  Mechanical  Engineer. 

De  Reiner  Blatchford  Company. 

Oil  burning  furnaces  are  varied  in  design  and  in  their  method  of 

combustion  but  the  furnaces  herein  described  are  designed  to  give 

the  most  heat  and  the  best  distribution  of  heat  possible  for  the 

amount  of  fuel  consumed. 

In  the  installation  of  oil  burning  furnace  equipment,  a  very 
important  factor  is  a  knowledge  of  the  contents  of  the  fuel  used. 
The  ordinal-}'  oil  used,  commonly  called  fuel  oil  or  crude  oil,  has 
an   analysis  approximately  as   follows : 

Carbon    85  per  cent 

Hydrogen    1 1  per  cent 

Oxygen    2.5  per  cent 

Nitrogen    0.6  per  cent 

Sulphur    0.9  per  cent 

Gravity  26  to  28  Baume 
Weight  per  gallon  7.3  pounds 
Vaporizing  point  130  deg.  fahr. 
Calorific   value   varies   from   18,000  B.T.U.   to 
19,300  B.T.U.  per  pound. 
As  a  comparison  with  other  fuel  it  might  be  well  to  state  that 
coal  has  a  calorific  value  which  varies  for  different  grades,  but 
for  ordinary  grades  runs  about  12,000  B.T.U.  per  pound.    Nat- 
ural gas  gives  800  to  1000  B.T.U.  per  cu.  ft.  and  coal  gas  590 
to  650  B.T.U.  per  cu.  ft. 

Of  the  advantages  of  oil  over  other  fuel  the  following  items 
are  the  most  important: 

(aj  Reduction  of  waste  is  made,  for  in  handling  oil  there 
is  ver}'  little  loss,  and  in  handling  large  quantities  of  solid  or 
gaseous  fuel,  this  is  a  \erv  large  and  important   factor. 

(b)  It  is  much  cheaper  to  handle  oil,  there  being  less  weight 
to  haul  and  much  less  labor  required  to  load  and  unload  it  from 
the  cars. 

(c)  The  storage  space  required  is  very  much  less  and  in  a 
large  plant  this  amounts  to  a  great  deal. 

(d)  One  of  the  most  important  factors  is  the  elimination  of 
ash  and  smoke.  In  some  states,  supervision  requires  that  all 
smoke  be  eliminated  from  shops,  and  this  is  accomplished  very 
easily  by  the  use  of  oil  without  the  necessity  of  having  smoke- 
stacks to  carry  ofif  the  smoke. 


Vol.  XII,  No.  21       BADGER:    OIL   BURNING   FURNACES  79 

(e)  Correct  and  evt'ii  distribution  i>t  heat  is  obtaitied  and 
the  required  temperature  can  Ije  maintained  \ery  readilx'  liccause 
the  supply  of  fuel  is  so  easily  regulated. 

-(f)  Oil  ignites  instantaneously  and  a  furnace  can  be  brought 
up  to  the  required  temperature  much  quicker. 

In  obtaining  proper  combustion,  the  atomization  of  the  oil  is 
very  important.  To  obtain  this  properly,  the  method  used  is  to 
force  the  oil  through  a  small  opening  under  a  pressure  of  at  least 
15  pounds  per  square  inch  (see  center  section  of  burner  in  Fig. 
i)  and  to  force  a  stream  of  air  through  a  tube  surrounding  the  first 
tube  under  a  lil<e  pressure.  The  end  of  the  air  tube  is  cup  shaped 
to  force  the  air  over  and  through  the  stream  of  oil  as  it  comes 
out.  This  contact  of  the  oil  and  air  causes  atomization,  but  this 
is  further  accomplished  by  the  aid  of  an  automatic  preheating  and 
straining  device  through  which  the  oil  passes.  This  is  heated  by 
means  of  a  pipe  extending  through  the  wall  of  the  furnace.  The 
end  is  stopped  just  about  2  inches  above  the  top  of  the  preheater. 
There  is  a  gate  placed  in  this  pipe  to  prevent  an  excess  of  heat 
coming  out,  and  with  this  the  temperature  of  the  oil  is  regulated  so 
that  by  the  time  it  reaches  the  nozzle  of  the  burner,  it  is  nearly 
at  the  point  of  atomization.  This  arrangement  of  preheater  and 
pipe  may  readily  be  seen  on  any  of  the  furnaces  shown  in  the 
cuts.  All  dirt  and  water  is  separated  from  the  oil  by  this  strainer, 
thus  allowing  the  use  of  \evy  poor  grades  of  oil  which  could  not 
otherwise  be  used,  and  at  the  same  time  getting  the  required  value 
from  the  combustion.  Any  dirt  or  water  in  the  oil  will  cause 
v/hat  is  commonly  called  "spitting"  of  the  burner. 

The  amount  of  blast  is  also  very  important.  Oil,  for  proper 
combustion,  requires  about  1650  cubic  feet  of  free  aiv  per  gallon. 
Therefore  it  is  very  necessary  to  control  the  blast  and  at  all  times 
have  just  the  proper  amount  for  the  oil  being  consumed.  This 
is  regulated  by  means  of  a  gate  and  an  experienced  man  can  read- 
ily tell  when  the  amount  is  correct,  by  the  appearance  of  the  flame. 

By  the  use  of  the  combustion  chamber  shown  in  Fig.  i.  much 
is  accomplished  toward  the  complete  combustion  of  the  oil.  The 
blast  as  will  be  seen,  passes  up  through  a  tee  shaped  pipe,  divid- 
ing and  going  up  passageways  on  both  sides  of  the  chamber. 
These  passageways  are  at  all  times  quite  hot  and  the  blast  is  there- 
fore preheated  before  it  reaches  the  point,  of  contact  with  the  oil 
to  produce  combustion.     Because  of  this  preheating  of  both  oil 


80 


THE    ARMOUR    ENGINEER  [January,  1921 


aiid  air  hefore  thc\   arc  mixed  for  cotnltustinn,  a  <^reat  saxing  in 
the  amount  of  fuel  recjuircd  is  obtained. 

For  the  proper  operation  of  this  combustion  chamber  the 
lolloving  essentials  are  required:  8  ounces  or  more  of  fan  blast 
and  15  pounds  or  more  ])ressurc  i)er  square  inch  on  flie  oil  and 
air  lines. 


Fig.  1.  Details  of  burner  and  combustion  chamber.  The 
path  of  the  blast  oil  and  compressed  air,  by  means  of 
which     perfect     combustion     is      obtained,      can      be      noted. 


The  reconMiiended  oil  line  system  is  as  follows:  a  large  storage 
tank  of  the  re(|uired  capacity  is  directly  connected  to  an  oil  pump. 
{■>om  the  pump  the  oil  line  is  taken  through  or  around  the  shop 
building  and  returned  to  the  storage  tank.  A  pressure  regulating 
\alve  is  placed  near  the  pump  on  this  line,  and  is  set  at  approxi- 
mately 20  pounds  per  s(|uare  inch.  Another  of  these  valves  is 
placed  just  before  the  return  line  enters  the  tanks.  This  valve 
should  be  set  at  approximately  15  pounds  per  square  inch.  Between 
these  two  valves  all  branch  lines  to  the  furnaces  are  taken  off.  By 
the  use  of  this  method  the  pressure  is  maintained  evenly  at  all 
times,  which  in  turn  gives  better  results  at  the  furnaces,  for  a 
varying  pressure  will  give  a  varied  amount  of  heat. 


Vol.  XII,  Xo.  2]        BADGER:    OIL   BURNING   FURNACES  81 

The  refractory  material  u>ed  in  the  hning  of  the  furnaces  and 
combustion  chambers  is  another  important  factor.  As  the  tem- 
perature in  furnaces  varies  from  about  1200'  to  3000°  Fahr., 
the  length  of  service  varies  in  the  different  types  of  furnaces. 
However  it  is  the  best  plan  to  u<e  a  very  high  grade  of  fire  brick 
in  all  types.  This  sa\es  money  in  the  long  run,  for  it  costs  as 
much  to  put  in  the  cheap  grade  as  it  does  the  best  grade. 

Fire  brick  should  be  laid  in  a  good  grade  of  fire  clay  and  care 
should  be  used  to  see  that  the  clay  is  not  too  thick.  The  usual 
method  is  to  dip  the  brick  in  the  clay.  Contrary  to  the  methods 
used  in  ordinary  building  brick,  there  should  not  be  a  thick  layer 
of  clay  between  the  layers  of  brick.  AMien  brick  is  laid  in  the 
above  manner,  on  applying  the  heat,  the  brick  and  clay  fuse  to- 
gether forming  a  solid  wall,  with  no  open  joints. 

At  all  times  in  constructing  a  furnace  the  lining  shctuld  be  of 
sufficient  thickness  to  withstand  the  temperature  required  with- 
out permitting  excessive  heat  to  reach  the  outer  casing. 

A  very  good  grade  of  fire  brick  as  used  in  the  furnaces  here 
described  has  an  analysis  about  as  follows : 

SiHca    57-77% 

Alumina    37.74'?^, 

Ferric    Oxide    2.55% 

Lime    • 0.60% 

Magnesia    1.18% 

Soda  &   Potash    1.18% 

Specific   gravity    2.60 

The  softening  temperature  should  be  for  cone  ^t,.  Cone  31  is 
that  required  for  the   furnaces. 

The  crushing  strength  should  be  about  1000  pounds  per  square 
inch  with  brick  on  end. 

Spalling  should  not  be   more  than  2^  or  3^ 
Penetration  should  not  exceed  0.13  inch. 

Allowed  expansion    1% 

Allowed   contraction    1.5^ 

Porosity    approximately    18^ 

Water  absorption    gp 

The  above  analysis  gi\es  a  high  grade  brick  which  will  with- 
stand all  ordinary  temperatures  up  to  3200°  Fahr.  and  will  outlive 
the  lower  grades  of  brick  bv  more  than  two  to  one. 


82 


THE    ARMOUR    ENGINEER  [January,  1921 


Fig.    2.       Standard    type    forging    furnace.       Details    of    construction    shown    in    Fig.    3. 

Note    heat-deflecting    pipes,    protection    shield    and   arrangement    of    the 

oil   preheating    and    straining   device. 


Vol.  XI'l,  No.  2]       BADGER:    OIL   BURNING    FURNACES  83 

An  attempt  will  be  made  to  gi\e  a  brief  and  comprehensive 
description  of  the  various  types  of  furnaces  most  commonly  used. 

Forging  furnaces  are  the  most  common  type  used  and  will  be 
treated  a  little  more  fully  than  the  other  types.  Fig.  2  shows  a 
standard  type  of  such  a  furnace.  These  are  used  for  all  kinds 
of  small  forgings,  and  even  for  some  of  the  small  hammer  work. 
The  temperature  required  for  this  class  of  work  is  from  2600°  to 
3000°  Fahr.  Necessarily  the  lining  must  be  of  a  quality  and 
thickness  to  take  care  of  this  high  temperature.  The  worker  is 
protected  from  the  heat  from  the  working  opening  by  means  of 
an  asbestos  shield  and  blow  pipe.  This  pipe  deflects  the  heat  up 
behind  the  shield.  Thus  he  is  enabled  at  all  tiiiies  to  watch  the 
work  and  not  overheat  it. 

The  general  arrangement  of  this  furnace  is  shown  in  Fig.  3. 
This  is  only  one  size  but  this  class  of  furnace  is  manufactured 
in  any  size  desired  for  small  hand  work. 

The  following  description  of  the  action  of  the  heat  on  the 
brick  work  will  apply  to  any  of  the  furnaces. 

The  temperature  is  \ery  often  brought  from  a  dull  red  heat 
to  full  heat  in  a  very  short  period  of  time,  and  this  causes  the 
refactory  lining  to  undergo  such  a  swift  change  that  spalling 
soon  will  result.  This  is  possibly  more  pronounced  in  the  arch 
than  elsewhere  for  the  loose  pieces  drop  to  the  floor.  However 
with  an  even  distribution  of  heat  there  is  very  little  difterence  in 
the  life  of  the  brick  in  the  sides  and  arch. 

The  side  walls  are  subjected  to  a  coating  of  slag  consisting 
chiefly  of  iron  and  its  oxides.  The  result  of  this  scale  is  to  exert 
a  cutting  action  upon  the  lining,  and  if  it  does  not  eat  away  the 
refractory  material  it  penetrates  it  and  thereby  hastens  spalling. 

Nearly  all  of  the  furnaces  of  this  type  are  made  of  the  leg 
type  as  shown.  The  casing  is  mlade  of  cast  iron,  cast  in  sec- 
tions and  bolted  together  and  further  strengthened  by  the  use  of 
tie  rods.  The  purpose  of  making  it  in  sections  is  to  provide  more 
latitude  for  the  expansion  which  is  bound  to  result  when  it  is 
heated  up. 

Annealing  furnaces  are,  as  the  name  implies,  used  for  different 
kinds  of  annealing,  and  the  temperature  maintained  averages 
about  1400°  Fahr.  The  construction  of  the  brick  work  varies 
greatly  in  this  type,  some  having  muffle  arches  to  prevent  the 
impinging  of  the  flame  on  the  work  and  to  more  evenly  distribute 


<S4 


THE    ARMOUR    ENGINEER 


[January,  1921 


M    0 

'I'  u 

■«  "i 

«  i 

It    e 


ill 


Vol.  XII,  No.  2]       BADGER:    OIL   BURNING   FURNACES 


85 


Fig.  4.       Small  size  hammer  furnace.      Note  preheating  arrangement. 
Details    of    construction    of    this   type    shown    in    Fig.    5. 


the  heat.  The  best  type  for  work  of  this  nature  is  what  is  called 
the  car  bottom  furnace.  This  is  so  constructed  that  the  work 
for  annealing  is  loaded  on  a  car  which  is  run  directly  into  the 


86  tup:    armour    engineer  [January,  1921 

furnace.  In  this  \va}  there  is  no  loss  of  time  in  cliarging  the 
furnace  and  no  consequent  loss  of  heat.  The  side  walls  are  .so 
constructed  that  there  is  a  comparatively  tight  joint  between  the 
\vall  and  the  top  of  the  car.  The  floor  of  the  car  is  covered  with 
tire  brick. 

Bulldozer  furnaces  are  used  for  all  classes  of  work  done  on 
liulldozers  and  therefore  \ary  considerably  in  size.  The  tem- 
i)crature  required  for  this  class  of  work  ranges  from  1700°  to 
1800"^  Fahr.  The  casing  is  constructed  of  heavy  castings,  well 
ribbed  and  securely  held  together  with  bolts  and  tie  rods.  The 
burners  are  usually  placed  on  one  side  and  the  arch  slopes  to  the 
other  side,  to  give  the  heat  a  better  circulation.  The  sizes  run 
from  3'-o"  X  5'-o"  single  furnace  to  ()'-o"  x  i  I'-o"  double  fur- 
naces. The  benefit  of  the  double  furnace  is  that  the  bulldozer 
can  be  kept  busy  by  working  first  from  one  side  and  then  the 
other  with  no  delay  due  to  charging. 

Flue  welding  furnaces  are  small  and  of  the  leg  type.  They 
are  so  constructed  that  three  flues  may  be  heated  at  once  or  one 
superheater  flue  may  be  heated.  The  heat  necessarily  must  be 
very  intense  and  consecrated.  The  temperature  required  is  from 
2600°  to  3000°  Fahr. 

Hammer  furnaces  are  a  very  common  kind  and  are  used  for 
all  large  forgings,  that  cannot  be  forged  by  hand.  As  they 
usually  are  placed  near  a  hammer  it  is  very  essential  that  they 
be  constructed  to  withstand  the  continual  jar.  The  casing  is 
made  similar  to  that  of  the  other  furnaces  except  thai  in  most 
cases  an  additional  brace  or  buckstay  is  added  to  hold  them 
rigid.  A  sntUl  one  of  this  type  is  shown  in  Fig.  4.  This  is 
3'-o"  x  5'-o"  inside  dimensions  as  shown  on  Fig.  5.  As  will  also 
be  noted  only  one  combustion  chamber  is  used  for  this  size,  and 
the  brick  work  is  so  constructed  that  an  even  distribution  of  heat 
is  obtained.  These  are  built  in  any  size  depending  upon  the 
nature  of  the  work  to  be  done. 

Mufifled  tool  furnaces  are  specially  designed  for  the  temper- 
ing of  tools  and  like  work.  The  best  design  has  two  working 
chan^.bers,  one  for  high  temperatures,  and  the  other  for  low 
temperatures  for  tempering.  The  working  of  the  tool  is  done  in 
the  open  chamber.  The  two  dififerent  temperatures  are  obtained 
l»y  forming  a  muffle  which  is  not  open  to  the  direct  flame  and 
derives  its  heat  through  the  walls  of  the  muffle.     The  outer  part 


\ol.  XII,  No.  2]        BADGER:    OIL   BURNING     FURNACES 


87 


,»6^ 


Fig.  5. 

Details  of  con- 
struction of  small 
hammer  furnace, 
shown  in  Fig.  4. 
These  are  made  In 
all  sizes,  with  single 
or  double  chambers. 


"^/fv 


88  THE    ARMOUR    ENGINEER  [January,  1921 

lias  tlie  flame  directly  into  it.  The  tlour  lias  a  checker  work  of 
brick  underneath  so  that  the  Haiiie  circulates  completely  around 
tlie  muffle.  The  work  in  this  type  of  furnace  is  usually  governed 
by  a  pyrometer  so  that  it  is  \ery  easy  to  maintain  the  correct  tem- 
;)erature.  The  temperature  required  is  from  1400°  to  1500" 
1-ahr.  in  the  muffled  chamber,  and  from  1700°  to  1800°  Fahr. 
in  the  open  chamber.  These  are  constructed  in  either  the  small 
leg  or  the  full  length  type. 

Plate  furnaces  are  \aried  in  size  according  to  the  size  of  the 
plates  to  be  heated.  They  are  constructed  with  a  low  arch  and 
a  low  door  opening  and  are  so  arranged  that  the  entire  plate  is 
heated  uniformly.  To  accomplish  this  in  the  case  of  circular 
plates  it  is  necessary  to  ha\c  a  hollow  bottom  with  vents  in  the 
floor  that  allaw  the  heat  to  come  up  against  the  bottom  of  the 
plate  in  the  center.     .\  sample  of  this  type  is  shown  in  Fig.  6. 

Rivet  machine  furnaces  are  used  for  heating  the  rods  before 
they  are  fed  to  the  rivet  machines.  The  rods  are  fed  directly 
From  the  furnace  and  are  thus  kept  hot  until  the  last  reaches  the 
machine.  The}-  are  long  and  narrow,  usually  about  25'-o"  long 
and  about  2^"  wide.  .Ml  burners  are  placed  on  the  same  side. 
I'he  arch  slopes  down  quite  sharply  to  the  other  side.  This  to- 
gether with  the  hollow  bottom  insures  an  even  distribution  of  the 
heat  at  all  times.  Tlie  tem])erature  required  is  from  1700°  to 
1800°  Fahr. 

Spring  and  casehardening  furnaces  are  used  for  working 
spring  steel  and  for  case  hardening.  The  temperature  for  spring 
work  is  about  1600°  Fahr.  although  this  varies  with  the  class  of 
spring  steel  used.  The  Hashing  of  the  temper  is  accomplished  in 
a  muffle  chamber  away  from  the  llanie.  The  furnaces  are  so  ar- 
ranged that  two  si)ring  fitters  may  work  at  the  same  one. 

In  all  of  the  furnaces  above  described  and  all  others  it  is 
necessary  to  consider  the  space  to  be  heated  in  determining  the 
number  of  combustion  chambers  required.  One  combustion 
chamber  will  properly  heat  a  space  of  from  30  to  40  cubic  feet. 
The  amount  of  oil  consumed  will  vary  according  to  the  temper- 
ature required  but  will  run  from  three  gallons  per  hour  on  the 
small  and  low  temperature  furnaces,  to  eight  gallons  per  hour  on 
the  large  and  high  temperature  furnaces. 

The  control  of  the  oil  supply  is  obtained  with  a  needle  valve 
placed  between  the  preheater  and  strainer,  and  the  burner.     The 


Vol.  XII,  No.  2]       BADGER:    OIL   BURNING    FURNACES 


89 


a 


90  THE    ARMOUR    ENGINEER  [January,  1921 

control  is  so  exact  that  with  all  conditions  as  they  should  be,  the 
burners  can  be  set  to  give  the  desired  heat  and  will  require  no 
adjusting  to  maintain  that  temperature. 

The  few  different  types  described  are  for  the  most  general 
kinds  of  work,  but  give  a  fairly  good  idea  of  the  field  covered. 
In  all  cases  a  furnace  should  be  designed  for  the  particular  work 
it  will  be  called  upon  to  do,  for  in  this  way  only  are  the  two 
greatest  essentials  derived ;  namely  efficiency  and  economy. 

An  attempt  has  been  made  to  make  the  furnace  proposition 
as  clear  as  possible,  without  going  into  too  many  details  and 
without  centralizing  on  any  particular  kind,  as  the  field  is  very 
large  and  varying. 


THE  FEDERATED  AMERICAN  ENGINEERING 
SOCIETIES 


One  of  the  most  encouraging  of  recent  developments  in  the 
engineering  world,  is  the  organization  of  the  Federated  American 
Engineering  .Societies.  This  organization,  embracing  as  it  does 
the  American  Society  of  Mechanical  Engineers,  the  American 
Institute  of  Electrical  Engineers,  and  the  American  Institute 
of  Mining  and  Metallurgical  Engineers,  stands  in  a  position 
where  it  can  direct  all  the  .Societies  toward  a  common  goal.  It 
can  eliminate  much  of  the  friction  between  the  various  branches 
that  has  heretofore  existed,  and  can  establish  in  its  stead,  a  unity 
of  effort  tliat  will  hel])  all.  Herbert  Hoover,  the  president  of  the 
Federated  Societies,  is  a  man  of  broad  understanding,  and  is  fully 
capable  of  the  task  before  him.  We  appreciate  the  difffculties 
confronting  such  an  organization  in  its  early  years,  and  wish  it 
much  success. 


THE  APPLICATION  OF  AUTOMATIC  SUBSTATIONS 
TO  INTERURBAN  LINES 

By  Charles  H.  Jones  '09. 

The  cost  of  powei-  on  the  average  iiiterurban  property  is  one 
of  the  large  items  of  operating  expense.  The  unit  is  usually 
very  high,  due  to  the  lower  load  factor  and  high  operating  charge. 
Substations  are  usually  300  or  500  K.  W.  units  and  the  operating 
charges  on  this  size  of  stations  are  as  heavy  as  those  on  large 
stations.  It  is  usually  the  case  to  combine  this  operating  work  with 
some  other,  such  as  that  of  ticket  or  freight  agent.  This  is  not  very 
satisfactory  as  the  kinds  of  work  are  entirely  different.  A  man 
does  not  become  proficient  in  operation  as  the  majority  of  his 
work  is  that  of  an  agent,  and  substation  operation  is  only  a  side- 
line. This  desire  to  combine  jobs  very  often  is  one  of  the  fun- 
damental ideas  considered  in  laying  out  the  substations  and  the 
result  is  that  an  ideal  power  system  is  sacrificed  to  operating 
expense.     In  the   long  run  an  inefficient  power  system  results. 

Often  several  machines  are  placed  in  a  station  when  it  would 
be  to  the  general  advantage  of  the  system  to  spread  them  out, 
but  the  high  cost  of  operation  prevents  such  a  layout.  The 
automatic  substation  has  done  a  great  deal  to  correct  this  error 
as  it  has  made  possible  the  additions  of  substations  without  cor- 
responding increase  in  operating  expenses.  This  has  resulted 
in  a  radical  change  in  power  conversion  and  distribution  engi- 
neering, for  it  has  shifted  the  investment  from  distribution  copper 
to  automatic  substation  control  equipment  in  the  substations. 
I'hese  changes  result  in  reduced  operating  expenses,  reduced 
line  losses  and  reduced  idle  running  time  of  converters.  The 
latter  two  are  \ery  important  and  in  many  cases  will  show  a 
greater  saving  than  that  made  in  operating  labor. 

Another  factor  of  considerable  importance,  is  the  speed  of 
operation  in  case  of  emergency  and  the  positiveness  of  such  op- 
eration. This  is  not  the  case  with  hand  operation,  as  under  ad- 
verse conditions  the  rather  inexperienced  operator  in  stations  of 
this  type  does  not  function  properly  or  as  quickly  as  automatic 
equipment. 

The  introduction  of  automatic  substations  came  about  at  a  time 
when  electric  railway  properties  were  doing  practically  no  ex- 
tension   work.       On     account    of     serious     financial    difficulties 


92  THE    ARMOUR    ENGINEER  [January,  1911 

and  inability  to  raise  money,  very  few  installations  were  made, 
although  a  saving  could  have  been  made  in  operating  expense 
due  to  their  installation.  The  result  has  been  that  practically  all 
installations  which  have  been  made  were  due  to  either  an  ex- 
tension of  the  system  or  a  rehabilitation  of  the  power  system. 

'ihe  Chicago,  North  Shore  &  Milwaukee  Railroad,  a  high 
s})eed  heavy  serxice  inlerurban  line  between  Chicago  and  Mil- 
waukee, was  one  of  the  pioneers  in  the  installation  on  inter- 
urban  systems.  In  fact,  it  is  practically  the  first  extensive  in- 
stallation for  heavy  service.  The  passenger  equipment  consists 
of  45-47  ton  steel  cars  equipped  with  four  140  h.  p.  motors  each; 
15-40  ton  steel  trailer  cars;  40-38  ton  wooden  interurban  cars 
with  four  75  li.  p.  motors  per  car.  There  are  also  22  express 
cars  with  two  motor  (-((uipments,  two  40  ton  and  two  50  ton 
locomotives  and  150  freight  cars,  together  with  the  usual  com- 
j»lement  of  line  cars,  work  cars.  |)lows.  sweepers,  etc. 

An  hourly  high  speed  limited  servicers  given  between  Chicago 
and  Milwaukee,  a  distance  of  86  miles,  on  week  days  and  half- 
hourly  service  on  Saturday  afternoons  and  Sundays.  The  run- 
ning time  is  two  hours  and  thirt}-five  minutes  on  regular  limited 
trains  and  two  no-stop  trains  are  operated  in  each  direction 
daily  making  the  run  in  two  hours  and  ten  minutes.  The  schedule 
speed  is  34.5  miles  ]>er  hour  but  about  38  miles  of  this  is  through 
cities  and  towns  wliich  require  a  reduced  speed,  so  that  for  the 
balance  of  the  run  it  is  necessarv  to  maintain  a  speed  of  over 
sixty  p.iiles  per  hour,  b'or  tliis  service,  the  equipment  is  oper- 
ated in  trains  of  from  two  to  five  cars.  A  half-hourly  express 
serxice  is  also  maintained  between  Chicago  and  \\'aukegan,  and 
a   half-hourly    local    serxice   l)etxveen    luanston    and    Waukegan. 

In  addition  to  the  aboxe  service  an  extensive  merchandise  dis- 
patch service  is  handled  betxveen  Chicago  and  Milwaukee.  Over 
a  part  of  the  system  considerable  carload  freight  is  handled  whicn 
consists  princii)ally  of  sand,  graxel.  stone,  and  coal. 

From  the  aboxe  tabulation  of  serxice  rendered  it  is  evident 
that  considerable  responsibility  is  placed  upon  the  power  system. 

In  1906  the  i»ox\er  sxstein  was  only  sufficient  to  handle  single 
car  serxice  using  a  38  ton  car.  W'itli  the  purchase  of  additional 
car  equipment  it  became  necessary  to  increase  the  poxver  facili- 
ties.   At  this  time  a  xerv  careful  studv  was  made  of  the  various 


Vol.  VII,  No.  2]  JONES:      SUBSTATIONS  93 

methods  available,  which  were  the  raising  of  the  line  voltage, 
the  addition  of  feeder  copper,  or  the  increasing  of  the  number  of 
substations.  On  account  of  the  large  amount  of  old  motor  equip- 
ment which  would  not  stand  an  increase  in  operating  voltage, 
the  changes  in  control  equipment  necessarj^  for  operation  on 
two  hne  voltages,  and  the  probable  municipal  objection  to  a  1200 
\  olt  system  in  cities,  it  was  decided  that  the  first  method  was 
out  of  the  cjuestion.  Calculations  made  on  the  feeder  system, 
showed  that  the  amount  of  copper  required  was  so  great  as  to 
make  the  cost  prohibitive,  and  in  addition  the  line  loss  would 
be  very  great.  Therefore,  it  was  decided  to  increase  tlie  number 
of  substations.  The  spacing  at  that  time  was  approximately  13 
miles  on  the  north  end  of  the  line,  which  is  in  high  speed  territory, 
and  the  one  where  most  low  voltage  trouble  was  encountered. 
A  careful  investigation  was  made  of  existing  automatic  substa- 
tions at  that  time  and  it  was  decided  to  make  the  new  stations 
automatic.  These  are  located  approximately  half-way  between 
the  hand  stations.  Two  of  these  were  installed  in  1917  and  one 
in  1918.  The  rotary  equipments  were  obtained  from  other  parts 
of  the  line  where  larger  sized  machines  were  installed  in  the 
manual  stations.  The  automatic  equipment  was  purchased  new 
and  installed  in  buildings  erected  for  this  j^articular  purpose. 
.\11  of  these  installations  were  made  with  500  K.  W.  25  cycle 
equipment. 

On  account  of  the  pressure  of  war  business  at  the  Great  Lakes 
Xaval  Training  .Station  it  became  necessary  to  make  a  manu- 
ally operated  temporary  installation  of  a  new  1000  K.  AV.  rotary. 
This  equipment  was  intended  as  automatic  and  the  building  was 
erected  accordingly.  The  automatic  equipment  was  added  in 
tlie  winter  of  19 18  and  19 19.  Since  that  time  automatic  equip- 
ment has  been  added  to  one  of  tW'O  300  K.  \\'.  machines  in  the 
Libertyville  manually   operated   substation. 

A  sixth  station  is  now  in  the  course  of  installation  to  replace 
a  portable  substation  at  Raxinia  Park.  This  is  to  be  a  1000 
K.  W.  60  cycle  installation,  which  is  the  first  station  of  this 
frequency  to  be  installed  on  the  line. 

In  the  installation  of  this  type  of  station  it  is  possible  to 
effect  considerable  economy  in  building  construction,  due  to  the 
tact  that  the  conveniences  usually  provided  for  operators,  sucli 


94  THE    ARMOUR    ENGINEER  [January,  1921 

as  plumbing,  heating,  etc.,  can  be  eliminated.  Single  unit  station 
buildings  are  all  that  are  needed,  as  the  theor>'  of  the  system 
demands  many  stations  and  short  feeding  areas.  The  substation 
buildings  used  on  the  North  Shore  Line  are  one  story  in  height 
without  basements,  and  ha\e  shallow  machine  pits,  the  floors  of 
which  are  raised  about  two  feet  abo\e  the  surrounding  ground 
level  to  prevent  the  acccumulation  of  water.  The  foundations 
are  of  concrete  and  extend  to  a  point  6  inches  above  the  floor 
level.  The  walls  from  this  point  up  are  of  brick.  Pressed  brick 
is  used  outside  and  common  brick  inside.  The  roof,  which  is 
of  3  in.  reinforced  concrete,  is  supported  by  steel  beams,  one 
steel  column  being  located  approximately  in  the  center  of  the 
building.  The  floor  is  of  6  in.  concrete  laid  on  a  cinder  bed.  Light 
is  admitted  through  wire  glass  windows  set  in  steel  frames  just 
below  the  roof  on  three  sides.  Ventilation  is  provided  by  louvers 
on  all  sides  just  above  the  floor,  with  Burt  Ventilators  in  the 
roof.  High  tension  line  entrance  is  made  through  the  roof  with 
45000  volt  roof  bushings.  The  building  is  of  suflFicient  size  to 
accommodate  equipments  up  to  2000  K.W'.  capacity. 

The  automatic  equipment  is  comparatively  simple  in  its  oper- 
ation and  its  performance  corresponds  with  that  which  takes 
place  in  the  automatic  accelerating  equipment  on  multiple  unit 
trains.  The  conditions  under  which  it  performs  are  a  great  deal 
more  favorable  in  the  substation  than  on  a  car.  The  number  of 
operations  is  bound  to  be  a  great  deal  smaller  than  on  car  equip- 
ment. The  latter  ha\e  stood  the  test  of  time  and  therefore  there 
is  no  reason  wh)  the  substation  e(|uii)ment  will  not  stand  up 
equally  as  well.  The  various  protective  devices  used  are  no 
different  than  those  which  have  been  used  in  manually  operated 
substations  for  years,  and  their  performance  is  known.  The 
various  contactors,  etc.,  used,  have  had  long  tryouts  in  industrial 
work,  and  have  given  satisfactory  results. 

When  high  tension  switching  problems  are  invohed  in  the 
station  under  consideraticjn  they  require  careful  analysis,  as  very 
often  it  will  be  possible  to  handle  them  at  a  point,  where  other- 
wise men  Avould  be  required  for  the  twenty-four  period. 

The  results  of  automatic  operation  have  been  very  gratifying 
and  from  our  experience  I  have  come  to  the  conclusion  that  in 
the  future  the  automatic  substation  will  play  a  ven.'  important 
part  in  railway  elrctrificatinn  problem^.     Tt  has  put  a  new  feature 


Vol.  XII,  No.  2]  JONES:      SUBSTATIONS  95 

into  the  direct  current  system  on  account  of  its  having  n^ade 
possible  greater  Hniits  for  600  volt  apphcation  due  to  a  reduction 
in  the  cost  of  feeder  installation  and  in  the  line  losses.  This  is 
a  great  advantage  as  the  lower  line  voltage  lessens  the  dif^culties 
encountered  in  the  maintenance  of  both  car  and  overhead  equip- 
ment. 


WIRELESS  TELEPHONY  AS  A  POLICE  AID 


The  use  of  the  wireless  telephone  as  an  aid  in  the  prevention 
of  crime  is  being  tested  by  the  Police  Department  of  St.  Louis. 
A  sending  outfit  with  a  range  of  forty  miles  has  been  installed 
at  the  police  headquarters  and  three  automobiles  have  been 
equipped  with  receiving  apparatus.  By  this  means  it  is  possible 
to  change  the  orders  of  a  squad  while  it  is  at  work.  One  man  in 
each  automobile  has  the  receiver  strapped  to  his  head  at  all  times. 
If,  for  instance,  a  squad  were  sent  out  on  a  false  clew  and  correct 
information  reached  headquarters  after  the  men  had  left,  it  would 
be  possible  to  stop  the  wild-goose  chase  and  give  the  squad  the 
proper  orders. — Electricol  World,  Jan.   i,   192 1. 


FUEL  AND  AIR  MIXING  DEVICES  FOR  INTERNAL 
COMBUSTION  ENGINES. 

By  Daniel  Roesch,  '04. 


The  correct  proportioning  of  fuel  to  air  supply,  and  the  homo- 
geneous blending  of  the  mixture,  are  of  \ ital  importance  to  the 
satisfactory  operation  of  internal  combustion  engines. 

THEOKIiriCAL    PROPOKTIOMNG. 

The  theoretical  air  rc(juirements  may  be  computed  for  the  fuels 
jiiost  commonlv  used  in  combustion  engines  as  follows: 
r"oK  Xaiikai.  CiAS :      (By  Volume). 
Principal  Constituent,  Methane  (CHJ 
CH,  +  2O,  =  CO,  +  2H,0 
Then  for  each  cu.  ft.  of  Methane  2  cu.  ft.  of  O.  are  required. 
Since  air  ]>y  volume  is  21%  Oo  and  79%  No 
2 

—  =  9.53  cu.  ft.  air  required  per  cu.  ft.  of  natural  gas. 
21 

For  Natural  Gas  (By  Weight) 
CH,  +  2O,  =  CO,  +  2H,0, 
Molecular  weight  of  CH^  =  12  -f  4  =  16. 
Molecular  weight  of  2O,  =  2  X  32  =  64. 
Molecular  weight  of  CO.  =  12  -f-  32  =  44. 
Molecular  weight  of  2H0O  =  2  (2  -f-  16)  =36. 
or 
16  lb.  CH^  unites  with  64  lb.  O,,  to  form  44  lb.  CO,  and  36  lb.  H^O. 

64 
Therefore,  for  each  lb.  of  CH,  burned  —  or  4  lb.  of  0,  must  be 

16 
furnished. 

.Since  air  is  20,  O.,  and  //%  N„  by  weight,  the  air  require- 
ment is 

4 
or  17.32  lb.  per  air  per  lb.  of  natural  gas. 

0.23 

The  computation  of  Air  Ri:quiri:.mi:nts  for  Gasoline  is  made 

complex  because  gasoline  is  a  nn'xture  of  various  hydrocarbons. 


Vol.  Xil,  xVo.  2]  ROESCH:    FUEL  MIXING  97 

When  it  is  desired  to  compute  the  air  requirements  in  a  similar 
manner  as  that  given  for  natural  gas,  it  is  necessary  to  know  the 
nature  and  amount  of  each  constituent.  The  individual  air  re- 
quirement of  each  constituent  is  then  computed  in  accordance 
with  the  amount  of  the  same  present  in  a  unit  volume  or  weight. 
The  sum  of  these  gives  the  air  requirements  per  unit  of  fuel.  As 
in  other  mixtures,  oxygen  present  in  the  fuel  decreases  the  neces- 
sary oxygen  and  air  supply.  An  average  analysis  will  show  by 
weight : 

Carbon,  per  cent 84.0 

Hydrogen,  per  cent    15.5 

Nitrogen.  Oxygen,  Sulphur,  etc..  per  cent.  .       0.5 

Total,  per  cent 100. o 

Using  this  analysis  we  can  conveniently   determine    the   oxy- 
gen   and   air    requirements   by   tlie  following  method : 

Taking  the  carbon  and  hydrogen  content  separately : 
For  Carbon  Content: 

C  +  O,  =  CO2. 
12  -L-  32  =  44. 

One  pound  of  carbon  requires  ( — )  of  oxygen. 

12 
0.85  pound  of  carbon  requires  0.2667  X  0.85  lb.  of  oxygen, 
or  0.2266  lb.  of  oxygen. 
For  Hydrogen  Content  : 

2FL  -\-  0„  -^  2H,0. 
4  +  32  =  36. 
32 
One  pound  of  hydrogen  requires  -^  lb.  of  oxygen. 

4 
0.155  pound  of  hydrogen  requires  8  X  0.155  lb.  of  oxygen. 

or  0.124  Iti.  f;f  oxygen. 
The  total  O2  required  will  then  be  :  0.2266  -f  0.1240  ==  0.3506  lb. 
per  lb.  of  oxygen. 

0.3506 

The  air  requirement  by  weight  is =  15.23  lb. 

0.23 


98  THE    ARMOUR    ENGINEER  [January,  1921 

To  obtain  the  mixture  ratio  by  Volume  of  Liquid  Gasoline 
TO  Air  we  must  know  the  density  of  the  Hquid  gasohne  and  the 
density  of  the  air. 

6.2 

Gasohne  weighs  approximately  6.2  lb.  per  gallon  or =  0.0268 

231 
lb.  per  cu.  in. 

231 

This  corresponds  to =  37.3  cu.  in.  |)er  pound. 

6.2 
Air  at  62  deg.  fahr.  occupies  13.14  cu.  ft.  per  lb. 
From  the  above  we  have : 

I  lb.  of  gasoline  requires  15.23  lb.  air  for  combustion. 
Then : 

37.3  cu.  in.  of  liquid  requires  15.23  X  13-14  cu.  ft.  of  air  for 
combustion  ;  or 

15.23  X  13-14  X  1728 

Each  cu.  in,  of  liquid  gasohne  requires 

37-3 
cu.  in.  of  air  =  9280  cu.  in. 

The  use  of  gasoline  of  ditiferent  composition  from  that  given 
above  or  assuming  air  at  other  temperatures  and  pressures  will 
modify  the  above  values. 

The  mixture  ratio  of  Gasoline  Vapor  to  Air  can  be  obtained 
from  the  above,  knowing  the  ratio  of  volumes  of  liquid  gasoline 
and  gasoline  vapor. 

One  pound  of  liquid  gasoline  produces  approximately  4.2  cu. 
ft.  of  gasoline  vapor  at  60  deg.  fahr.,  and  hence: 
Liquid  Gasoline  vs.  Gasoline  Vapor 
37.3  cu.  in.  =*=  1728  X  4-2  cu.  in. 
or 
1   cu.  in.  ^=  195.6  cu.  in. 

From  abo\  e : 

1  cu.  in  liquid  gasoline  requires  9280  cu.  in  of  air  for  com- 
bustion.     Therefore: 

I  cu.  in.  gasoline  \apor  requires  47.4  cu.  in  of  air  for  com- 
bustion. 


Vol.  XII,  No.  2]         ROESCH:    FUEL  MIXING  yy 

Practical  Proportioning. 

The  above  requirements  are  for  a  theoretical  mixture  and  are 
modified  in  practice  for  the  following  reasons : 

Due  to  stratification,  which  is  always  present  to  a  more  or  less 
extent,  some  sections  of  an  engine  cylinder  charge  will  be  richer 
than  others.  There  are,  therefore,  lean,  rich  and  correct  portions 
to  each  mixture.  The  actual  carburetor  adjustment  must  be  made 
rich  enough  so  that  the  fuel-impoverished  sections  of  the  charge 
will  propagate  the  flame.  This  means  an  enriched  charge,  but 
this  factor  is  coordinated  with  the  fact  that  a  certain  range  of  ex- 
plosiveness  is  possible  with  gasoline.  The  latter  influence  permits 
an  adjustment  with  less  enrichment  even  to  the  extent  of  air 
excess.  Because  of  the  importance  of  stratification  trouble  we 
find  considerable  attention  given  to  this  matter  in  a  carburetor, 
manifold  and  engine  design,  and  numerous  instances  of  static  and 
dynamic  devices  to  produce  turbulence. 

Another  phase  of  the  above,  which  influences  the  mixture,  as 
adjusted  in  the  carburetor  of  a  multiple  cylinder  engine,  is  that  of 
unequal  distribution  or  stratification  between  cylinders.  In  many 
cases  one  or  more  cylinders  will  be  rich  (or  lean),  while  all  the 
others  have  the  proper  mixture.  If  this  condition  is  adverse 
enough  to  cause  missing,  the  leaning  (or  enriching)  of  the  car- 
buretor may  cause  the  cylinders  that  are  missing  to  fire  without 
impoverishing  (or  enriching)  the  other  cylinders  sufficiently  to 
get  beyond  the  range  of  explosiveness.  Aggravated  cases  of  this 
condition  would  require  a  redesign  or  attention  to  the  mechanical 
defects  which  cause  them. 

Common  cases  of  the  poor  mechanical  conditions  producing 
stratification  between  cylinders  are  as  follows: 

1.  Leaky  Inlet  Valve  Stem  Guides. 

2.  Leaky  Piston  Rings. 

3.  Leaky  Valves. 

In  any  of  the  above  cases  satisfactory-  adjustment  could  be 
made  if  all  cylinders  leaked  the  same  and  within  the  range  of 
correction  by  carburetor  adjustment.  However,  these  leaks  usu- 
ally var}'  in  the  difterent  cylinders  and  are  not  constant.  In  this 
connection  it  is  interesting  to  note  that  mixture  ratios  taken  from 
a  carburetor  that  performs  satisfactorily  on  an  engine  in  "good'' 
condition  show  a  ver\'  rich  mixture  at  closed  throttle  and  close 


lUU 


THE    ARMOUR    ENGINEER  [January,  1921 


to  theoretical  mixture  ratio  at  wide  open  throttle.  This  is  attrib- 
uted to  air  leakage  principally  through  the  inlet  \alvc  stem  guides, 
which  is  greatest  at  closed  throttle  because  of  the  greater  differ- 
ence in  pressure  across  the  guide  (Inlet  manifold  suction  15  to  20 
inches  of  mercury).  .Such  leakage  is  practically  nothing  at  full 
load  on  the  engine  when  the  inlet  manifold  depression  may  be  0.5 
to  1.0  inches  of  mercury.  The  carburetor  engineer  must  there- 
fore design  the  carburetor  "wrong"  to  make  it  right. 

Another  factor  that  influences  the  mixture  ratio  is  the  quality 
of  the  fuel  and  its  vaporizability.  With  gasoline  of  extremely 
high  end  point  or  mixtures  of  gasoline  and  kerosene,  a  part  of 
the  fuel  goes  into  the  cylinder  unvaporized  and  as  such  requires 
less  air  for  coml)U>tion.  This  is  a  condition  always  found  when 
starting  cold  and  demands  the  use  of  the  choke  or  car- 
buretor dash  control  to  enrich  the  mixture.  It  is  estimated  that 
for  zero  temperature  starting  with  gasoline,  about  twenty  times 
the  fuel  must  be  supplied  in  order  to  produce  an  explosive  mix- 
ture.    As  soon  as  the  combustion  chamber  has  had  a  few  explo- 


sions this  reriuirenient  is  reduced  to  ten  or  five  times  the  normal 
fuel  supply.  .Subsequent  warming  of  the  engine  furnishes  a  hot 
air  supply,  and  increasing  temperature  to  the  cylinder  walls  and 
the  hot  spot  (where  provided),  and  permits  normal  carburetor 
adjustments  to  be  used.  The  above  description  of  starting  con- 
ditions also  furnishes  a  clue  to  undue  crank  case  oil  dilution. 
The  abnormally  rich  mixture  used  condenses  on  the  piston  head 
and  is  forced  by  the  rings  into  the  crank  case.    At  the  same  time 


A'ol.  XII,  No.  2]         RbESCH:    FUEL  MIXING  TOl 

the  oil  is  washed  from  the  cylinder  walls  and  is  frequently  the 
direct  cause  of  scoring  of  these  parts. 

Classification  and  IDescription  of  Devices  Used. 

A.  For  Gaseous  Fuels  : 

I.   Mixing  valves.       (Often    combined    with    governing 
throttle  valve). 

B.  For  Liquid  Fuels: 

1.  Injection  devices. 

'       (a)   Dependent  entirely  on  heat  of  compression  for 
ignition, 
(b) Dependent  on  hot  bulb  or  hot  plate  for  ignition. 

2.  Oil  gas  producers  combined  with  mixing  valve. 

3.  Vaporizers  or  generators. 

4.  Atomizers  or  carburetors. 

(a)  Surface.  '      ;;, 

(b)  Puddle. 

(c)  Spray. 

C.  For  Solid  Fuels  : 

1.  Gas  producers  for  coal,  peat  or  wood. 

2.  Air  contact  generators  for  solidified  gasolines  or  al- 
cohols. 

-^       (Use  a   mixing  valve  of  some  kind  to   proportion 
the  charge  correctly). 

3.  Direct  injection  of  powdered  fuels  or  colloidially  sus- 
pended fuels. 

Fig.  I  shows  an  elementary  form  of  mixing  valve  for  gaseous 
fuels.  The  gas  and  air  cocks  are  regulated  so  that  an  explosive 
mixture  leaves  the  device  and  enters  the  engine.  To  maintain 
constant  proportions,  the  gas  is  usually  regulated  to  approxi- 
mately atmospheric  pressure  at  its  regulating  cock.  This  is  ef- 
fected by  a  pressure  regulator  or  gasometer.  With  gas  at  a 
higher  pressure  than  atmospheric  the  mixture  would  be  rich  at 
light  loads  and  lean  at  heavier  loads.  Maintenance  of  this  gas 
pressure  at  about  zero  gauge  is  of  utmost  importance  when  an 
engine  operates  at  varying  load,  but  good  results  can  be  obtained 
for  any  uniform  gas  pressure  if  the  demand  of  the  engine  is  con- 
stant. The  usual  permissable  allowance  is  -f-  or  —  0.5  inch  of 
water. 


102 


THE    ARMOUR    ENGINEER 


[January,  1921 


Fig.  2  shows  a  successful  mixing  and  throttle  valve  combined 
which  is  suitable  for  clean  gases.  EHrty  gats  or  air  will  cause  the 
close  fitting  cylindrical  valve  to  stick.  Dirty  oil  wiil  produce  the 
same  results  and  cause  irregular  governing  action.  A  is  the  mani- 
fold casting  with  a  machined  bushing,  B,  pressed  in  place. 
This  construction  permits  the  parts  in  the  bushing  to  be  machined 
accurately.  The  valve  C-1)  is  in  two  parts  and  held  together  by 
the  center  bolt.     The  lower  extension  of  this  bolt  connects  to  the 


n^^ 


governor,  which  can  then  move  the  valve  axially.     Rotation  of 
either  part   ("  or  O  can  be  made  independently  to  give  varying 


Vol.  XII,  No.  2]  ROESCH:    FUEL  MIXING  103 

amounts  of  gas  or  air.  These  pass  to  the  center  of  the  valve  and 
then  to  the  manifold,  as  indicated  by  the  arrows.  The  valve  as 
originally  made  did  not  have  the  parts  E,  F  and  G  and  gave  a 
stratified  mixture.  The  added  parts  forced  the  gas  to  go  to  the 
lower  part  of  the  valve  and  out  of  the  small  holes,  where  it  in- 
timately mingled  with  the  larger  air  volume.  These  changes  pro- 
duced a  smoother  running  engine  and  lower  fuel  consumption. 

The  desired  mixture  is  hand  regulated  for  the  correct  gas  port 
opening.  After  this  setting  is  made  the  governor  action  opens  or 
closes  these  ports  proportionately  and  maintains  the  mixture  (as 
adjusted  by  hand)  for  all  loads  on  the  engine.  The  cutting  off 
edges  of  the  ports  must  be  identical  or  the  mixture  ratio  will 
change  at  light  loads.  Conditions  like  this  are  sometimes  pro- 
duced by  dust  in  the  air  piling  up  at  X  X  X  X,  especially  when 
oil  is  present  at  these  points.  A  stop  is  usually  provided  which 
hmits  the  closure  to  port  openings  just  sufficient  to  operate  the 
engine  with  no  load.  This  prevents  missing  and  hunting  under 
varying  loads. 

For  Liquid  Fuels  other  arrangements  have  been  devised 
which  can  be  classified  as  follows : 

Injection  of  the  liquid  fuel  into  the  cylinder  is  used  in  the 
Diesel  engine,  and  combustion  begins  as  soon  as  the  fuel  comes  in 
contact  with  the  highly  heated  air.  The  air  must,  of  course,  be 
above  the  spontaneous  ignition  point  of  the  fuel.  The  required 
temperature  is  obtained  from  the  heat  of  compression,  which  is 
from  900  to  1 100  deg.  Fahr.,  with  compressions  of  from  500  to 
550  lb.  per  sq.  in.  In  order  to  more  completely  atomize  the  fuel 
and  reduce  stratification  and  slow  burning,  this  liquid  fuel  is 
injected  with  higher  pressure  air.  This  effectively  subdivides  the 
fuel  and  distributes  it  through  the  air  for  combustion.  The 
atomization  is  accompanied  by  a  slight  refrigeration  effect. 

A  somewhat  similar  arrangement  is  used  in  the  Hvid  type  of 
engine,  wherein  the  liquid  fuel  is  first  introduced  into  a  "cup'* 
of  relatively  small  volume  and  which  is  in  communication  with 
the  main  combustion  chamber.  The  construction  therefore 
does  not  require  a  separate  air  supply  for  fuel  injection.  Com- 
pressions of  400  to  425  lb.  per  sq.  in.  are  practical  for  kerosene. 
Sufficient  temperature  rise  from  compression  is  obtained  to  start 
and  operate  on  this  cycle. 


104  THE    ARMOUR    ENGINEER         [January,  1921 

The  Semi-Diesel  and  Hot  Bulb  types  have  also  come  into  ex- 
tensive use,  permitting  of  lower  compressions  but  requiring  some 
local  hot  spot  in  the  combustion  chamber  to  effect  sufficient  tem- 
perature rise  for  igniting  the  fuel.  Provision  for  starting  cold 
may  include  an  electric  spark  plug,  a  hot  wire  or  preliminary 
heating  by  a  torch  or  a  hot  bulb.  Control  of  the  point  of  ignition 
if  influenced  by  the  temperature  of  the  jacket  water  or  air  and  by 
the  load  on  the  engine.  The  Semi-Diesel  may  have  from  150  to 
300  lb.  per  sq.  in.  compression,  while  the  hot  bulb  type  is  usually 
lower  and  may  be  50  lb.  per  sq.  in. 

The  use  of  liquid  fuels  in  internal  combustion  is  sometimes 
accomplished  by  first  cracking  these  fuels  with  heat  and  then 
using  the  gaseous  fuel  formed  as  described  above.  Oil  gas  pro- 
ducers can  in  this  way  supply  gaseous  fuels  for  other  purposes. 

A  somewhat  similar  arrangement  is  used  when  lighter  fuels 
are  available.  The  heating  them  vaporizes  the  fuel  without  crack- 
ing, and  it  can  be  mixed  directly  or  in  two  stages  with  the  re- 
quired air.  The  two-stage  method  has  the  advantage  of  facilitat- 
ing the  transfer  of  the  rather  unstable  fuel  through  the  neces- 
sary  piping.  Condensation  of  the  fuel  must  be  carefully  guarded 
against.  The  engine  jacket  water  or  exhaust  gases  are  used  for 
this  heating. 

The  most  extensively  used  devices  for  proportioning  liquid 
fuel  and  air,  before  introduction  into  the  engine  are  the  car- 
buretors or  atomizers.  These  use  the  relatively  lighter  fuels,  as 
gasolines  and  kerosenes.  For  the  very  light  gasolines  the  Sur- 
face or  Puddle  types  of  carburetors  are  satisfactor}'.  The  air 
in  passing  over  or  through  the  fuel  is  sufficiently  enriched  at 
ordinary  temperatures  to  produce  the  Sesired  mixture  ratio.  An 
objection  lies  in  the  more  rapid  evaporization  of  the  lighter  ele- 
ments while  the  heavier  constituents  of  the  fuel  remain  behind 
and  accumulate  in  the  bowl  of  the  mixing  device.  The  Spray 
types  of  carburetors,  however,  use  a  considerably  greater  range  of 
fuels  and  have  hence  practically  replaced  the  surface  or  puddle 
types.  One  of  the  requirements  for  good  mixtures  is  the  thor- 
ough distribution  of  the  fuel  in  the  air.  The  mixture  must  be 
homogenous  to  give  quick  and  complete  burning.  The  higher 
the  engine  speeds  the  more  imperative  this  requirement.  With 
stratified  mixtures  the  burning  becomes  slow  and  incomplete,  re- 


Vol.  Xll,  No.  2J         ROESCH:    FUEL  MIXING  105 

suiting  in  lower  power,  greater  fuel  consumption  and  a  greater 
loss  of  heat  to  the  water  jackets.  The  latter  item  is  directly 
caused  by  the  greater  cylinder  wall  exposure  to  the  lingering 
flame.  In  some  cases  the  flame  dies  out  while  attempting  to 
propagate  itself  through  the  charge  which  is  too  lean  or  too  rich 
in  parts.  This  problem  of  intimately  mixing  the  fuel  and  air  is 
more  difficult  with  such  fuels  as  gasoline  (approximate  mixture 
ratio  I  to  9000  by  volume)  than  it  is  with  fuels  such  as  natural 
gas  (approximate  mixture  ratio  i  to  10  or  12).  It  can  be  com- 
pared in  the  case  of  mixing  liquid  gasoline  with  air  to  attempting 
a  mixture  of  uniform  color  with  a  bottle  of  India  ink  and  a  tub 
of  milk.  The  elimination  of  streaks  requires  energetic  stirring. 
A  natural  turbulence  is  usually  incorporated  in  the  carburetor, 
and  manifolds  are  often  designed  to  augment  this  characteristic. 

Typical,  Practical  Mixture  Ratios. 


FUEL 

FUEL  TO  AIR 

Natural  Gas   (Volume  to 

Volume) 

i-ii 

Natural  Gas                     " 



1-7 

Water  Gas                        " 

1-3 

Coke  Oven  Gas                " 

1-6 

Producer  Gas                    " 

1-1.25 

Blast  Furnace  Gas           " 

i-i 

Gasoline  Liquid                " 

1-9000 

Gasoline  Liquid  (Weight  to  Weight)   .  . . 

1-15 

*Gasoline  Liquid  (Weight 

to 

Volume)    . . 

1-200 

Gasoline  Vapor  (Volume 

to 

Volume)    . . 

1-53 

Benzol   (Weight  to  Weight) 

1-14 

Alcohol 

I-IO 

*Lb.  to  cu.  ft. 


MAKING  WORK  A  GAMF 


By  L.  K.  Sillcox. 
The  following  inspiring  address  zums  made  by  the  genera! 
superm^tendent  of  motive  power  of  the  Chicago  Mihvaukee  & 
St.  Paul  Ry.  to  the  Raihvay  Club  of  the  University  of  Illinois, 
December  i6.  It  is  a  timely  introduction  to  the  coming  holiday^ 
season — a  ti^nc  for  careful  meditation  and  resolution,  but  it  is 
also  good  for  all  times.    Play  the  game  and  make  good  I 

When  it  came  to  choosing  a  subject,  the  one  selected  seems 
to  briefly  sum  up  my  experience  since  entering  the  vocation  of 
railroad  life  and  it  would  be  my  purpose  tonight  to  take  a  few 
leaves  from  the  book  of  experience  and  present  them  in  a  frank 
and  faithful  manner. 

It  is  well  to  remember  that  all  growth  depends  upon  activity, 
and  life  is  manifest  only  by  action.  Furthermore,  there  is  no 
development  physically  or  intellectually  without  effort,  and  effort 
means  work.  Work  is  not  a  curse,  it  is  the  prerogative  of  in- 
telligence, the  only  means  to  manhood  and  the  measure  of  civi- 
lization. The  degree  of  success  which  one  may  attain  is  not 
merchandise  or  position  or  anything  else  but  character,  and  it 
is,  therefore,  important  to  determine  at  any  time  not  so  much 
where  we  are,  but  exactly  whither  we  are  going. 

In  railroad  activity  we  are  brought  face  to  face  with  the  vary- 
ing human  quantity  on  account  of  the  diversity  of  the  work,  more 
than  in  any  other  field.  The  success  of  a  railroad  in  the  end  is 
largely  patterned  after  the  fashion  of  a  mans  career,  and  there- 
fore, depends  upon  the  character  and  effectiveness  of  service 
rendered  by  each  individual  composing  the  organization.  The 
personal  example  set  by  those  in  authority  is  of  vast  importance, 
and  education  through  intimate  contact  of  officers  with  men 
serving  in  their  departments  in  an  honest  endeavor  to  bring  home 
to  each  one  the  critical  situation  in  reference  to  transportation 
matters,  is  very  necessary,  so  that  a  true  realization  of  personal 
responsibility  may  be  had,  and  thus  obtain  adequate  return  in 
honest  endeavor  for  every  expenditure  made  in  the  handling  of 
the  business  off'ered. 

♦Reprinted  from  the   "Railway  Review." — 12-2$-'20. 


Vol.  XII,  No.  2]         SILLCOX:    MAKING  WORK  A    GAME        107 

Faith  in  the  Individual. 

A  true  preventative  of  labor  difficulties  is  to  be  found  in  the 
cultivation  of  a  good  understanding  between  employees  and  their 
officers.  In  these  days,  grave  problems  have  to  be  faced  in  the 
railroad  and  industrial  world  and  we  can  readily  see  that  their 
only  solution  lies  in  keeping  before  us  fundamental  virtues  and 
an  endeavor  should  be  made  to  avoid  some  of  the  most  familiar 
and  most  undesirable  of  the  traits  to  which  mankind  has  owed 
untold  degradation  and  suffering  throughout  the  ages.  America 
is  built  on  faith  in  the  individual,  faith  in  his  will  and  power  to 
do  right  of  his  own  accord,  but  equally  in  the  determination  that 
the  individual  shall  be  protected  against  whatsoever  force  may 
be  brought  against  him.  We  believe  in  him  not  because  of  what 
he  has,  but  what  he  is.  Good  will  come  out  of  the  present  evils 
if  we  face  them  armed  with  honesty  of  purpose,  demonstrating 
that  we  are  fearless  of  soul,  firm  in  time  of  necessity,  and  if  we 
exert  a  kindly  disposition  to  talk  without  the  betraying  weakness 
that  cringes  before  wrong-doing,  and  showing  by  deeds  and  words 
our  knowledge,  that  in  such  a  government  as  ours,  each  of  us 
must  personally  bear  a  sense  of  duty  to  the  nation. 

I  speak  in  this  way,  because,  if  college  bred  men  are  to  exer- 
cise an  influence  over  the  progress  of  the  world  which  is  their 
portion,  they  must  exhibit  in  their  lives  a  knowledge  and  a  learn- 
ing which  \s  tnarked  tmth  candor,  humility  and  the  honest  mind. 
In  these  days  of  violent  agitation,  scholarly  men  should  reflect 
that  the  progress  of  the  past  has  been  accomplished  not  by  the 
overthrow  of  institutions,  so  much  as  discarding  that  which  was 
bad  and  preserving  that  which  was  good,  all  in  a  sense  of  evo- 
lution; unless  such  a  plan  is  adhered  to,  we  should  have  missed 
the  central  feature,  in  all  progress. 

There  is  a  natural  desire  in  every  human  mind  to  seek  better 
conditions,  and  such  is  highly  praiseworthy,  but  there  must  be 
discrimination  in  the  methods  employed.  Wholesale  criticism 
of  everybody  and  everything  does  not  necessarily  exhibit  honor- 
able qualities  and  may  not  be  true.  On  the  other  hand,  we  must 
always  have  an  alert  and  interested  citizenship  and  in  order  to 
obtain  it,  we  must  look  to  ourselves  not  in  expectation  of  a  re- 
ward, but  with  a  desire  to  serve,  realizing  that  out  of  government 
we  obtain  exactly  what  we  put  into  it.  It  is  the  part  of  educated 
men  to  know  and  recognize  these  principles  and  influences,  and 


108  THE    ARMOUR    ENGINEER  [January,  1921 

knowing  them  to  warn  their  fellow  countrymen,  many  of  whom 
have  not  had  adequate  opportunity  to  truthfully  and  impartially 
judge  facts  for  themselves. 

Hoiv  Responsibility  Comes  to  Men. 

As  you  men  ad\ance,  }ou  will  hnd  that  responsibilities  will 
crowd  in  upon  you  according  to  the  measure  of  progress  realized. 
Our  nation  today  needs  the  help  and  assistance  of  every  well- 
informed  man,  to  first  see  that  in  his  own  experience,  he  is  doing 
all  that  he  can  for  the  best  interests  of  advancement,  and  at  the 
same  time,  is  endea\oring  to  inform  along  proper  lines  those  who 
are  so  easily  misled  and  who  have  not  had  the  advantages  of 
higher  education.  This  will  often  require  extreme  courage,  but 
it  is  the  part  of  real  men  to  play. 

It  may  be  wondered  just  why  1  have  used  this  sort  of  a  pre- 
liminars'  discussion  and  it  would  be  better  explained  if  I  could 
tell  you  what  a  large  portion  of  a  railroad  officer's  time  is  taken 
up  in  dealing  with  the  human  side  of  the  service;  that  is,  espec- 
ially in  these  days ;  the  purpose  being  to  tr}'  and  have  employees 
function  since  railroad  managements  are  doing  their  utmost  along 
honest  lines  to  obtain  reciprocal  response.  Unless  this  can  be 
realized  in  full  measure,  no  railroad  can  really  socceed.  From 
this  you  can  see  that  an  officer,  no  matter  how  highly  educated 
he  may  be,  unless  he  has  schooled  himself  to  be  a  real  fellow, 
can  ne\er  hope  to  succeed  and  get  the  best  from  his  subordinates. 
I  commend  this  thought  to  you  and  ask  that  any  man  who  leaves 
this  university  to  take  up  railroad  work,  or  in  fact  any  occupa- 
tion, that  in  his  ten,  fifteen  or  twenty  years'  apprenticeship  to 
become  an  officer,  that  he  fail  not  to  study  men  from  day  to  day 
and  endeavor  to  learn  from  those  with  whom  he  associates,  to 
store  up  and  build  upon  his  best  and  most  lasting  experience.  If 
this  is  done,  there  is  no  question  that  "with  the  equipment  of  a 
good  education  and  a  manly  conduct,  future  success  is  bound  to 
become  a  realization. 

Any  college  man  going  into  railroad  service  on  a  large  system, 
must  successfully  compete  with  a  vast  number  of  energetic, 
earnest,  honorable  men  who  have  not  had  the  advantages  which 
he  has  enjoyed  and  this  is  an  appeal  to  every  college  man  entering 
railroad  service  to  try  and  be  doubly  careful,  not  to  lay  undue 
weight  on  the  question  of  his  education,  as  compared  to  his  neigh- 


\ol.  XII,  No.  2|  SILLCOX:    MAKING  WORK  A    GAME       109 

bor's.  This  can  be  brought  into  play  later,  as  an  executive,  far 
better  than  in  the  probationary  years  in  the  shop  as  a. junior 
officer,  because  much  more  is  expected  from  the  college  man  and 
less  excuse  would  be  accepted  from  him  for  failing  to  function, 
than  would  be  true  of  his  neighbor,  who  had  not  been  given  these 
advantages.' 

Mechanical  Department  a  Place  for  Young  Men. 

In  the  mechanical  department  on  the  railroad  with  which  I 
am  connected,  we  have  many  splendid  university  men  who  are 
doing  wonderfully  good  service;  a  number  are  running  loco- 
motives and  for  reasons  known  to  themselves  have  not  aspired  to 
executive  positions,  yet  their  influence  is  tremendously  beneficial 
in  the  field  where  they  serve.  We  have  other  men  who  are 
steadily  advancing  and  are  a  great  credit  to  themselves  and  our 
company ;  in  fact,  they  are  indispensable  on  account  of  the  ser- 
vices they  have  been  able  to  give.  Recently,  it  has  been  necessary 
to  promote  a  number  of  technical  graduates,  but  the  supply  of 
mechanical  men  on  the  railroad  has  not  been  sufficient,  with  the 
result  that  we  are  breaking  in  civil,  electrical  and  mining  engineers 
to  mechanical  positions,  these  men  having  served  many  years  with 
our  property.  I  mention  this  for  the  reason  that  there  are  places 
for  university  men  on  the  railroads  today  and  there  is  as  much 
opportunity  as  in  the  past,  but  college  men  must  make  themselves 
fit  and  work  out  their  plans  in  such  a  way  that  they  will  obtain 
access  to  these  promotions  and  conduct  themselves  in  such  a 
manner  through  power  of  example  that  they  will  be  found  indis- 
pensable to  the  service. 

There  are  many  problems  which  are  being  given  serious  thought 
at  this  time  where  the  best  possible  education  is  required,  and 
where  men  who  have  been  trained  to  think  clearly  along  local 
lines,  are  needed. 

Taking  the  locomotive  problem,  for  instance;  the  immediate 
need  is  to  provide  more  power  without  imposing  additional  strains 
on  roadway  or  structures.  Further  than  this,  there  is  a  trans- 
portation requirement  in  the  improvement  of  design  and  method 
of  operation  which  will  reduce  road  service  failures.  The  ques- 
tion of  motive  power  management  to  bring  it  parallel  with 
those  methods  which  have  resulted  in  the  greatest  success 
to   the   handling  of   vast   industrial   establishments   is   receiving 


no  THE    ARMOUR    ENGINEER         [January,  1921 

.>erious  tliought.  Surely  the  motive  power  problem  presents 
possibiKties  as  great  as  those  in  any  field  of  engineering  activity 
and  they  are  worthy  of  thought  and  consideration,  as  a  life  task, 
to  any  man.  The  motive  power  officer  on  any  large  system  and 
his  assistants  live  a  very  busy  life  as  compared  to  past,  experience 
and  there  are  great  questions  of  shop  management,  the  economics 
of  operation,  and  most  of  all  the  labor  problems,  which  have 
lo  be  dealt  with  from  day  to  day.  Power  has  to  .be  designed, 
prepared  and  maintained  to  carry  trains  a  mile  long  with  existing 
facilities.  Records  of  performance  and  cost  of  work  must  be 
carefully  reviewed  and  checked  in  detail. 

The  economics,  both  technical  and  commercial,  surrounding  the 
operation,  maintenance  and  design  of  railway  equipment  is  an 
enormous  problem  in  itself  and  requires  intimate  knowledge  of 
detailed  service  so  far  as  it  relates  to  any  particular  road  or 
territory.  The  motive  power  and  car  departments  of  railroads 
disclose  a  two-fold  purpose :  The  technical  work  which  is  the 
basis  of  all  design  and  methods  in  repair  and  maintenance  and  of 
all  those  means  which  are  employed  by  the  engineer  to  insure 
freedom  from  failure  and  economy  in  operation;  secondly,  there 
are  matters  of  administration,  having  to  do  with  men,  and  with 
all  of  those  features  which  are  essential  in  securing  their  prompt 
and  harmonious  action.  The  one  is  the  work  of  the  engineer,  the 
other  the  work  of  the  business  man.  While  any  motive  power 
department  must  perform  both  of  these  functions,  it  may  within 
limits  emphasize  one  or  the  other,  and  evidence  is  not  lacking 
which  shows  a  tendency  in  present  practice  to  slight  the  technical 
and  to  emphasize  the  admini-stration. 

The  Tasks  Ahead  for  Young  Engineers. 

To  be  successful  in  either  of  these  branches,  wide  experience 
is  necessary.  It  is  into  the  engineering  branch  that  technical 
school  graduates  are  most  likely  to  drift,  the  work  being  not  only 
agreeable  but  clo.sely  allied  to  the  student's  experience  at  school. 
Without  in  any  way  reflecting  upon  the  opportunities  ofTered  in 
the  line  of  mechanical  engineering,  it  should  be  said  that  ex- 
perience, either  in  the  shops,  repair  yards,  or  in  the  roundhouse, 
is  important  for  a  man  who  is  to  succeed.  It  seems  positively 
desirable  to  recommend  men  to  delay  entering  the  engineering 
work  until  they  have  had  experience  in  one  or  more  of  the  other 


\ol.  XII,  No.  2]         SILLCOX:    MAKING   WORK  A    GAME        111 

branches.  If  they  are  by  temperament  and  abihty  quahfied  for 
either  shop  or  road  administration,  tiiey  will  learn  this  fact  most 
easily  and  quickly  in  connection  with  the  actual  contact,  and  if 
they  are  better  fitted  for  engineering  service,  they  will  be  better 
able  to  handle  them  later  on,  because  of  the  road  or  shop  experi- 
ence. It  seems  in  general,  desirable  for  men  to  avoid  the  technical 
branches  immediate}}'  upon  completion  of  their  college  course. 

In  studying  the  careers  of  successful  men,  a  prominent  fact  is 
developed,  which  seems  specially  applicable  to  railroad  men. 
Those  who  have  actvtally  advanced  most  rapidly  and  have  risen 
highest,  have  usually  advanced  slowly  during  the  first  ten  or  more 
years.  It  is  believed  that  an  attractive  future  has  been  pictured 
for  those  who  prepare  and  equip  themselves  in  the  right  way  to 
carry  the  mechanical  railroad  burden  of  the  future.  It  most 
assuredly  will  pay  to  prepare  thoroughly  and  well,  for  which 
years  of  experience  are  required. 

For  men  to  succeed,  it  is  merely  necessary  to  "make  good." 
Ever}'  railroad  official  is  looking  for  men  who  may  be  trusted 
to  do  things.  The  official  does  not  need  to  be  told  who  can  do 
them.  A  man  makes  his  record  by  work  itself.  He  should  seek 
opportunities  to  do  things  that  somebody  wants  done.  Of  these 
opportunities,  railroad  mechanical  department  work  is  full  beyond 
measure. 


TRUCK  MAKES  24-HR.  N  OX -STOP  RUN 

In  a  recent  test  made  upon  the  Indianapolis,  Ind.,  Speedway, 
a  stock  model  of  the  Duplex  truck,  loaded  with  gasoline,  oil, 
and  ballast  and  weighing  8,300  lbs.,  exclusive  of  the  drivers,  made 
a  24-hr.,  non-stop  run  at  an  average  speed  of  more  than  38  miles 
per  hour,  running  the  total  distance  of  930  miles  between  i  157 
P.  M.  .September  30,  and  the  same  hour  the  following  day. 


The  Armour  Engineer 

The   Quarterly   Technical   Publication   of  the 

Armour  Institute  of  Technology 

VOLUME  XII  JANUARY,  1921  NUMBER  2 

PUBLISHING  STAFF  FOR  THE  YEAR  1920-1921 

John  P.  Sanger,  Editor  Spenser  X.  Havlick,  M'ng.  Editor 

Fletcher  E.  Hayden,  Bus.  Mgr.        Emil  V.  Winter,  Assoc.  Bus.  Mgr. 

Board   of   Associate   Editors. 

H.  M.  Raymond,  Dean  of  the  Engineering  Studies. 

L.  C.  Monin,  Dean  of  the  Cultural  Studies. 

G,  F.   Gebhardt,  Professor  of  Mechanical  Engineering. 

E.  H.  Freeman,  Professor  of  Electrical  Engineering. 

A.  E.  Phillips,  Professor  of  Civil  Engineering. 

H.  McCormack,  Professor  of  Chemical  Engineering. 

E.  S.  Campbell,  Professor  of  Architectural  Design. 

Published  four  times  a   year,   in   November,    January,    March     and 
May.       Publication     Office:    Federal    and     33rd    Streets,     Chicago. 


TERMS  OF  SUBSCRIPTION. 
The  Armour   Engineer,  four  issues,postaage  prepaid,  $1.50  per  annum 

The   Technical   Press  is  invited  to  reproduce  articles, 
or  portions  of  same,  provided  proper  credit  is  given. 


UNUSED  TOOLS 

Perhaps  the  best  known  engineer  in  the  United  States  today, 
aside  from  such  inventors  as  Edison  and  Steinmetz,  is  Herbert 
Hoover.  There  are  many,  however,  who  do  not  know  that  he 
is  an  engineer.  Hoover's  reputation  rests  on  his  relief  work  in 
Belgium  and  on  his  administration  as  Food  Director  during  the 
recent  war.  It  is  only  the  technical  man  who  recognizes  him  as 
America's  foremost  mining  engineer  and  as  president  of  the 
Federated  American  Engineering  Societies.  Yet  this  man  is  one 
of  the  few  of  his  profession  who  have  risen  above  purely  tech- 


Vol.  XII,  No.  2]  EDITORIALS  113 

nical   work,   and  are   using  their   trained   minds   to   direct   great 
enterprises. 

That  this  should  be  the  exception  rather  than  the  rule  in  this 
day  of  great  industrial  activity,  seems  strange.  Many  of  our 
great  enterprises  have  sound  engineering  practice  as  the  very 
foundation  of  their  success.  .Such  are  the  steel  industry,  the  oil 
business,  the  railroads,  the  lumber  enterprises,  the  automobile 
business,  and  many  others.  Yet  at  the  head  of  the  United  States 
Steel  Corporation  is  Judge  Gary,  a  lawyer;  the  leading  spirit  of 
the  Standard  Oil  Company  was  H.  H.  Rogers,  a  business  man  ; 
James  Hill,  the  founder  of  the  Great  Northern  Railroad,  was 
an  operating  man ;  and  Edw^ard  Hines,  the  lumberman,  started 
as  a  salesman.  These  instances  can  be  duplicated  in  nearly  all  of 
our  great  industries.  The  engineer,  whose  knowledge  is  necessary 
for  their  success,  is  not  at  their  head. 

The  reason  for  this  state  of  affairs  is  not  hard  to  find.  The 
man  who  holds  the  executive  position  of  a  great  industry  must 
have  a  variety  of  characteristics.  He  must  first  have  a  detailed 
knowledge  of  his  own  business.  He  must  be  able  to  make  quick 
decisions.  He  must  be  an  excellent  judge  of  men.  He  must 
pos-sess  great  tact.  Above  all  else,  (and  it  is  here  that  the 
engineer  has  failed)  he  must  thoroly  understand  the  business 
w^orld  of  today,  and  particularly  its  relation  to  his  own  industry. 
This  entails  a  knowledge  of  banking,  of  insurance,  of  invest- 
ments, of  marketing  securities,  and  of  foreign  trade.  Such  a  man 
cannot  aflford  to  be  made  the  plaything  of  his  competitors.  He 
must  see  all  of  the  phases  of  his  business. 

The  engineer  to  date  has  been  so  intent  upon  his  technical 
problems  that  he  has  either  passed  by  or  neglected  this  other 
factor  so  necessary  to  his  success.  The  colleges  cannot  be 
blamed  for  this  state  of  aitairs.  for  their  purpose  is  to  teach  the 
basic  laws  upon  which  all  engineering  rests,  and  to  point  the  way 
to  their  application.  P2ven  here,  those  subjects  dealing  with 
business  principles  are  the  most  neglected.  The  fault  lies  clearly 
enough  in  the  limited  interests  of  the  engineering  student. 

Today  the  technical  man  stands  as  one  in  possession  of  a 
valuable  tool  that  is  useless  for  want  of  sharpening.  The  emery 
is  at  hand,  too,  for  our  libraries  are  full  of  books  on  business 
principles ;  our  magazines  and  newspapers  devote  page?  to  them ; 
our  schools  give  varied  courses  in  the  related  subjects ;  and  busi- 


114  THE    ARMOUR    ENGINEER  [January,  1921 

ness  methods  are  the  constant  talk  of  all  men  so  engaged.  If  the 
engineer  wishes  to  assume  his  deserved  jwsition  as  a  leader  in 
modern  organized  society,  he  must  recognize  this  need  of  a  busi- 
ness training,  and  supply  it. 


THE  SECRET  OF  THE  MACHINES 


(Modern  Machinery) 

W'e  were  taken  from  the  ore-bed  and  the  mine. 

We  were  melted  in  the  furnace  and  the  pit, 

We  were  cast  and  wrought  and  hammered  to  design, 

We  were  cut  and  filed  and  tooled  and  guaged  to  fit. 

Some  water,  coal  and  oil  is  all  we  ask, 

And  a  thousandth  of  an  inch  to  give  us  play: 

And  now  if  you  will  set  us  to  our  task. 

We  will  serve  you  four  and  twenty  hours  a  day ! 

We  can  pull  and  haul  and  push  and  lift  and  drive. 
W^e  can  print  and  plough  and  weaA  e  and  heat  and  light, 
We  can  run  and  jump  and  swim  and  fly  and  dive, 
^^  e  can  see  and  hear  and  count  and  read  and  write! 

Would  you  call  a  friend  from  half  across  the  world? 
If  youll  let  us  have  his  name  and  town  and  state. 
You  shall  see  and  hear  your  crackling  question  hurled 
Across  the  arch  of  heaven  while  you  wait. 
Has  he  answered?     Does  he  need  you  at  his  side? 
You  can  start  this  very  e\ening  if  you  choose. 
And  take  the  western  ocean  in  the  stride 
Of  se\enty  thousand  horses  and  some  screws" 

The  boat-express  is  waiting  your  command ! 
You  will  find  the  Mauretania  at  the  quay. 
Till  her  captain  turns  the  le\er  'neath  his  hand. 
And  the  monstrous  nine-decked  citv  goes  to  sea. 


Vol.  XII,  No.  2]  EDITORIALS  115 

Do  you  wish  to  make  the  mountains  bare  their  head 
And  lay  their  new  cut  forests  at  your  feet? 
Do  you  want  to  turn  a  river  in  its  bed, 
Or  plant  a  barren  wilderness  with  wheat? 
Shall  we  pipe  aloft  and  bring  you  water  down 
From  the  never  failing  cisterns  of  the  snows, 
To  work  the  mills  and  tramways  in  your  town, 
And  irrigate  your  orchard  as  it  flows? 

It  is  easy  !     Give  us  dynamite  and  drills  ! 

Watch  the  iron-shouldered  rocks  He  down  and  quake 

As  the  thirsty  desert  level  floods  and  fills, 

And  the  valley  we  have  damned  becomes  a  lake. 

But  remember,  please,  the  law  by  which  we  live. 
We  are  not  built  to  comprehend  a  lie, 
We  can  neither  love  nor  pity  not  forgive, 
If  you  make  a  slip  in  handling  us  you  die! 
We  are  greater  than  the  Peoples  or  the  Kings — 
Be  humble,  as  you  crawl  beneath  our  rods! — 
Our  touch  can  alter  all  created  things, 
We  are  everything  on  earth — except  the  Gods. 

Though  our  smoke  may  hide  the  heavens  from  your  eyes, 
It  will  vanish  and  the  stars  will  shine  again. 
Because,  for  all  our  power  and  weight  and  size. 
We  are  nothing  more  than  children  of  your  brain. 

Rudyard  Kipling. 


THE  ARMOUR  INSTITUTE  OF  TECHNOLOGY  BRANCH 

OF  THE  AMERICAN  SOCIETY  OF  MECHANICAL 

ENGINEERS 


Charles    T.    Walter    President 

John  P.  Saiii^er   riee-President 

Robert  W.  \'an  \'alzah Treasurer 

William  A.  Heitner Seeretary 

The  meeting  ^cliedule  adopted  by  the  A.  S.  M.  E.  wa.s  rigo- 
rously adhered. tt).  a^  was  the  policy  of  calling  on  members  for 
short  talks. 

Mr.  J.  P.  Sanger  gave  a  >nai)py  talk  on  "Cost  Accounting." 
He  touched  on : 

1.  Cost  of  Finished  Product. 

2.  Cost  o.f  Indixidual   tj] >eration. 

3.  Overhead  Charges. 
-  4..     Sales — 

(a)  Home   Markets. 

(b)  Foreign  Markets. 

Mr.  S.  X.  Havlick  gave  a  comparative  talk  on  the  "Systems  ot 
.Assembly."'  The  discussion  compared  the  operations  consisting 
of  minutes  and  seconds,  a^  is  illustrated  by  the  "[■"ord"  system, 
against  operations  taking  an  hour  or  more.  This  led  to  a  lively 
discussion  pertaining  to  the  psychological  effect  of  the  "Ford'' 
system  on  the  men. 

.  Mr.  C.  B.  Doolittle  described  the  proposed  Ford  Power  Plant 
at  River  Rouge.  He  laid  special  stress  on  the  type  and  design 
of  the  boilers,  which  are  so  immense  that  they  might  easily  be 


Vol.  XII,  No.  21  ENGINEERING   SOCIETIES  117 

termed  superboilers,  the  combustion  chambers  being  so  large  as 
to  easily  accommodate  eight   standard   Ford   cars. 

He  also  discussed  the  feasibility  of  making  castings  from  the 
metal  taken  directly  from  the  blast  furnaces. 

Mr.  A.  Hoven's  talk,  "Planning  in  a  Factory,"  proved^ ver}' 
interesting  and  instructive.  He  described  a  system  used  for 
planning  the  work  for  machines,  and  the  recording  of  data  suffi- 
cient to  re-manufacture  the  articles  at  some  future  time. 

Other  interesting  topics  were :  "Methods  of  Saving  of  Coal 
Due  to  Unnecessary  Losses  in  Boilers,"  by  Mr.  Naiman ;  "Intake 
Manifold  Design,  and  Fuel  Control,"  by  Mr.  H.  W.  Bird ;  "Diesel 
Engines,"  by  Mr.  S.  Webster,  and  "  A  Trip  Through  a  Gas 
Plant,"  by  Mr.  F.  Quinlan. 

This  latter  topic  proved  very  interesting  since  Mr.  Quinlan 
has  served  the  Gas  Company  in  various  capacities  for  several 
years  and  is  an  authority  on  this  subject. 

The  A.  S.  M,  E.  is  accomplishing  its  purpose  and  results  are 
forthcoming.  Wm.  A.  Heitner,  .Secretary. 


THE  ARMOUR  CHEMICAL  SOCIETY 


President   E.  F.  Winter 

Vice-President   J.  W.  McCaffrey 

Secretary  W.  J.  Savoye 

Treasurer  H.  W.  Ahlbeck 

The  Armour  Chemical  Society  has  held  but  one  important 
meeting  since  the  last  "Engineer"  went  to  press.  This  was  on 
Jan.  4,  1921,  when  Mr.  Herbert  Sieck,  '11,  gave  a  very  inter- 
esting talk  on  "Cocoanut  Oil  Refining."  Mr.  Sieck  had  with 
him  the  flow  sheet  of  the  plan  of  manufacture,  and  samples  of 
the  oil  at  various  stages  of  the  process.  Every  man  present  was 
much  interested,  and  the  Society  wishes  to  thank  Mr.  Sieck 
most  heartily. 

The  president  wishes  to  announce  that  he  has  several  instruc- 
tive talks  planned  for  the  future.  On  Feb.  15,  Mr.  David  Lesser, 
'14,  of  the  Goldsmith  Smelting  &  Refining  Company,  will  talk 
on  "Secondary  Metals;  Refining  and  Smelting."  The  place  will 
be  Science  Hall,  and  the  time  four  o'clock.  All  students  who 
are  interested  in  this,  subj-ect  are  urged  to  be  present. 

W.  J.  Savoye,  Sec. 


118  THE    ARMOUR    ENGINEER  [January,  1921 

THE  AMERICAN  INSTITUTE  OF  ELECTRICAL 
ENGINEERS 


.  In  accordance  with  the  plans  adopted  at  the  first  meeting  of 
the  society,  regular  meetings  of  the  Armour  Branch  of  the  A.  I. 
E.  E.  have  been  held  every  two  weeks,  at  which  the  student 
members  were  the  speakers.  The  program  has  been  as  follows : 
Nov.  5,  1920. 

Types  of  Electric  Furnaces,  by  R.  J.  Grant. 

Theory  of  the  X'acuum  Tube  as  Used  in  Radio  Work,  by 

W.  W.   Pearce. 
Electrical    Apparatus     for    Unloading    Vessels,     by    A.   R. 
Mehrhoff. 
Nov.  19,  1920. 

Burning  Out  a  750  \'olt  Turbo  Alternator,  by  R.  C.  Grube. 
Discussion  by  D.  S.  Chase,  L.  S.  Bloom,  and  T.  L.  Albee. 
Dec.  10,  1920. 

The  Lake  Front  Improvement,  by  J.  J.  O'Rourke. 
Machine  Switching  Telephone  Boards,  by  G.  H.  Kelly. 
Development   of   Synchronous   Convertors,  by  T.   L.   Albee. 
Dec.   13,   1920. 

Ardois  System  of  Signalling,  by  F.  V^.  Walters. 
Gas  Engines  As  Prime  Movers,  by  R.  J.  Grant. 
*  The  Outlook  for  the  1921  Graduates,  by  Leslie  Weiss. 
Jan.  7,  1921. 

Regular  meeting,  followed  by  a  smoker  in  the  Y.  M.  C.  A. 
rooms.     Speakers  at  the  smoker  included  Prof.  Freeman, 
and  two  graduate  engineers. 
The  A.  I.  E.  E.  is  going  into  things  with  a  snap  this  year.    The 
plan  of  student  talks  is  proving  a  great  success.     Every  member 
of  the  Armour  branch  is  gaining  valuable  knowledge  and  expe- 
rience in  giving  these  short  talks,  and  all  have  proved  willing  to 
accept  a  share  of  the  responsibility.     The  year  of  1920-1921  is 
proving  one  of  the  best  years  experienced  in  the  history  of  the 

^^^"^h-  T.  L.  Albee,  Sec. 

*  Leslie  Weiss,  an  Armour  graduate  of  1918,  took  the  General 
Electric  Company's  Training  Course  at  Schenectady,  and  is  at 
present  in  the  managing  department  of  a  hydro-electric  develop- 
ment in   Pennsylvania. 


Vol.  XI],  No.  2]       ENGINEERING   SOCIETIES  119 

THE  FIRE  PROTECTION  ENGINEERING  SOCIETY 


President   IV.  E.  Kingslcy. 

Vice-President   JV.  W.  Oakc 

Secretary    . /.    W.   Roddick 

Treasurer   E.  IV.  Geisler 

Chairman  of  Social  Committee.  .R.  R.  Maguirc 
The  Fire  Protection  Engineering  Society,  which  has  been  dor- 
mant since  the  period  of  the  war,  was  reorganized  on  November 
15.  President  Kingsley  deHvered  a  very  unique  opening  ad- 
dress, setting  forth  the  object  and  aims  of  the  society,  after 
which  the  main  business  was  discussed.  A  committee  was  ap- 
pointed to  revise  the  constitution  to  meet  the  present  needs. 

Prof.  Finnegan,  head  of  the  department  of  Fire  Protection 
Engineering,  gave  an  interesting  talk  on  the  need  of  technical 
men  in  the  insurance  field. 

The  outlook  for  the  society  for  the  coming  year  is  very  bright, 
due  to  the  presentation  of  twenty-five  scholarships  a  year  by  the 
Western  Actuarial  Bureau.  This  large  increase  in  the  Fire 
Protection  course  will  mean  a  great  deal  to  the  future  of  the 
society,  since  all  the  men  are  here  for  a  definite  purpose.  The 
new  men  have  shown  their  interest  in  the  society  by  being  present 
at  the  first  meeting,  which  was  a  great  success. 

J.  W.  Roddick,  Sec. 


THE  WESTERN  SOCIETY  OF  ENGINEERS 


Since  the  writing  of  the  report  of  the  activities  of  our  society 
for  the  last  issue  of  the  "Engineer,"  we  have  held  two  very 
profitable  meetings.  At  the  first  of  these,  Dean  Monin  gave  us  a 
very  instructive  and,  as  usual,  interesting  talk  on  some  of  his 
vacation  experiences,  and  also  talked  on  other  matters  of  value 
to  prospective  engineers.  It  was  to  be  regretted  that  a  larger 
number  of  our  members  did  not  attend. 

The  other  meeting,  after  the  regular  business  had  been  carried 
out,  consisted  of  a  discourse  on  "Sewage  Disposal"  by  Mr. 
Langdon  Pearse,  Chief  Engineer  for  the  Sanitary  District  of 
Chicago.  His  talk  consisted  of  an  explanation  of  the  modem 
methods  of  taking  care  of  sewage  in  general,  and  as  particularly 


120  THE    ARMOUR    ENGINEER  [January,  1921 

applied  in  Chicago.  Those  present  must  certainly  have  gained 
some  new  ideas,  or  a  clearer  conception  of  those  ideas  which  the\ 
possessed  before  hearing  Mr.  Pearse.  He  made  the  statement, 
which  may  be  repeated  for  the  benefit  of  all  of  us,  that  a  suc- 
cessful engineer  must  be  a  diplomatist  and  must  have  a  knowledge 
of  politics  in  order  to  make  possible  necessary  construction  in 
many  cases. 

A  number  of  our  members  ha\e  changed  from  participating 
to  student  members  in  the  parent  body  of  the  \\\  S.  E..  and 
eighteen  participating  members  ha\e  been  added  to  our  roll. 

Mr.  A.  Appelbaum  has  been  elected  Secretary  to  take  the 
place  left  vacant  by  the  resignation  of  Mr.  W.  K.  Lyon,  with 
Mr.  E.  M.  Seaberg  as  Assistant  ."Secretary. 

The  year  1920  has  seen  our  organization  expand  and  become 
an  important  cog  in  the  Department  of  Civil  Engineering,  and 
we  look  forward  to  a  continuation  and  enlargement  of  our  pre- 
vious success  during  the  coming  year.  E.  M.  Seaberg. 


THE  ARMOUR  ARCHITECTURAL  SOCIETY 


Massier   Theodorus  M.  Hofmeester 

Secretary   Helen  L.  Fassett 

Treasurer    Edmund  J.   Ryan 

On  Monday,  November  15,  1920.  the  Armour  Architectural 
Society  held  its  annual  initiation  and  banquet  in  the  club  rooms 
of  the  Art  Institute.  As  is  expressed  by  the  old  quoted  phrase, 
"an  enjoyable  time  was  had  by  all,"  including  the  initiates.  No 
casualties  were  reported  and  all  of  the  Freshmen  were  able  to  be 
seated  at  the  banquet  table. 

The  Speaker  of  the  evening  was  Andre'  N.  Rebori,  the  noted 
Chicago  architect.  Mr.  Rebori  gave  a  ver}'  interesting  talk, 
touched  often  with  his  genial  humor  and  pleasant  satire.  He 
was  followed  in  order  by  Mr.  Cambpell,  Mr.  Krehbiel,  and  Mr. 
McCaughey,  who  each  gave  a  few  words  of  sound  advice  to  the 
initiates. 

The  architects  are  ju>tly  proud  of  their  showing  in.  the  recent 
New  York  Competition  where  Massier  Hofmeester  won  a  second 
medal, .and  four  other  Seniors  took  Mentions...  A  second  problem 


Vol.  XII,  Xo.  2]        ENGINEERING   SOCIETIES  121 

has  been  sent  in  which  has  not  yet  been  judged.  The  subject 
is  "A  Monumental  City  Hall  Staircase."  It  is  lioped  that  even 
more  honors  shall  be  gained  at  this  judgment. 

The  Society  is  planning  to  give  a  dance  in  the  near  future  in 
the  club  rooms  of  the  Art  Institute.  A  cordial  invitation  is  here 
extended  to  all  engineers  to  be  present  at  this  event. 


ARMOUR  RADIO  ASSOCIATION 


The  A.  R.  A.  has  been  very  fortunate  in  being  able  to  have 
some  very  interesting  talks  by  members  who  have  had  commer- 
cial operating  experience.  The  radio  amateur  is  always  interested 
in  commercial  apparatus  whether  of  Marconi  or  Xavy  type. 

The  fourth  regular  meeting  of  the  association  was  held  No- 
vember lo.  T920.  in  the  Physics  Lecture  Room.  The  first  busi- 
ness before  the  meeting  was  the  appointment  of  a  program  com- 
mittee. President  Goodnow  thereupon  appointed  the  following 
as  members  of  this  committee: 

Mr.  A.  R.  Mehrhof. 
Mr.  G.  H.  Kelley. 
Mr.  T.  A\  .  Falconer. 

The  president  called  upon  Mr.  Mehrhof  for  an  impromptu 
talk.  Mr.  Mehrhof  responded  with  a  talk  covering  the  descrip- 
tion of  the  new  Marcoiii  cabinet  type  transmitter  as  installed  on 
ship  stations  in  tlie  Great  Lakes  region.  The  new  apparatus  is 
of  the  500  cycle  multiple  quenched  spark  type.  The  entire. set 
with  the  exception  of  the  transmitting  key  and  motor-generator 
set  is  mounted  in  a  cabinet  which  does  not  occupy  more  than  a 
cubic  foot  of  space.  The  novel  feature  of  this  new  apparatus 
is  the  combination  change-over  switch  mounted  on  the  front 
panel.  This  switch  not  only  effects  the  transfer  of  the  antennae 
from  the  receiving  to  the  sending  set  but  also  starts  the  motor 
generator  set  in  operation.  The  new  transmitter  is  rated  at  one- 
half  K.  \\  .  imput  and  has  a  conservative  range  of   150  miles. 

The  speaker  also  stated  that  the  carborundum  detector  is 
standard  equipment  on  all  Marconi  receiving  sets.  In  these  cir- 
cuits it  is  always  used  in  conjunction  with  a  potential  rheostat  and 
battery.  This  detecting  device  is  not  very  highly  respected  by 
amateur  operators   since  the  introduction  of  vacuum  tubes,  but 


122  THE    ARMOUR    ENGINEER         [January,  1921 

Mr.  Mehrhof  defended  the  carborundum  detector  on  the  ground 
of  stabiHty  of  operation.  He  stated  that  it  was  practically  im- 
possible to  use  an  ordinary  galena  crystal  on  shipboard  because 
engine  vibration  and  other  disturbances  prevent  the  permanency 
of  a  sensitive  contact   which  is  absolutely  necessary. 

President  Goodnovv  also  called  upon  Mr.  E.  Sanborn  for  a 
short  talk  covering  his  commercial  experience  in  the  navy  during 
the  war.  Mr.  Sanborn  had  some  very  interesting  experiences 
with  submarine  radio.  He  gave  some  confidential  sidelights  on 
the  comparative  efficiency  of  Marconi  and  Telefunken  apparatus. 
He  found  that  the  two  K.  W.  Marconi  transmitter  would  radiate 
about  seventeen  amperes  on  overload  while  a  Telefunken  trans- 
mitter rated  at  one-half  K.W.  would  normally  give  the  same  radi- 
ation. This  showed  conclusively  that  the  latter  type  is  the  more 
efficient  radiator.  The  new  submarine  aerial  developed  by  the 
Navy  Department  during  the  war  was  also  described  in  detail. 
The  unique  feature  of  this  submarine  loop  aerial  is  the  utilization 
of  the  frame  of  the  submarine  as  part  of  the  loop.  Mr.  Sanborn 
also  gave  some  exceedingly  humorous  instances  of  the  precarious 
risks  assumed  by  a  submarine  crew.  One  member  became  en- 
tangled with  the  antennae  wires  while  doing  some  heavy  work,  and 
was  nearly  electrocuted  when  the  radio  operator  began  transmit- 
ting without  giving  the  usual  warning. 

The  fifth  regular  meeting  of  the  association  was  held  Decem- 
ber 15,  1920,  in  the  Physics  Lecture  Room.  The  association  en- 
joyed a  very  interesting  talk  on  the  timely  subject  of  heterodyne 
reception  by  Chief  Operator  Hultgren.  As  evidence  of  the  im- 
portance of  this  particular  phase  of  radio  to  operators  he  cited 
the  fact  that  at  least  two  amateur  stations  in  the  vicinity  of  Chi- 
cago have  had  no  trouble  in  receiving  radio  telephone  music  from 
special  amateur  stations  as  far  east  as  Pittsburgh.  Pa.  Mr. 
Hultgren  explained  the  fundamental  theory  of  heterodyning  by 
the  use  of  a  simple  crystal  detector  circuit  which  was  induc- 
tively coupled  to  a  high  frequency  alternator.  He  then  clearly 
showed  how  a  vacuum  tube  is  used  in  a  modern  self -heterodyne 
receiver  wherein  a  single  tube  performs  simultaneously  the  three 
functions  of  detector,  amplifier  and  local  oscillator. 

Ralph  Kendrick,  Secy.  A.  R,  R. 


COLLEGE  NOTES 


ATHLETICS 


Basketball  opened  up  athletic  activities  in  the  Armour  Insti- 
tute of  Technology  for  the  season  1920-21.  The  college  has 
booked  games  with  a  number  of  strong  teams  as  is  shown  by 
the  following  schedule : 

American  College  of  Physical  Education — at  Armour.  .  .Nov.  30 

Butler   College— Indianapolis,   Ind Dec.    3 

Indiana  University — Bloomington,   Ind Dec.    4 

Hahnemann    Medical    College — at    Armour Dec.  10 

Illinois  Wesleyan  University — at  Armour   Dec.  17 

Chicago   College  of   Osteopathy — at   Armour Jan.    7 

Notre  Dame  University — at  Armour   Jan.  12 

Chicago  Technical  College — at  Armour Jan.  14 

Valparaiso  University — Valparaiso,  Ind Jan.  17 

Lake  Forest  College — Lake  Forest,   111. Jan.  19 

Augustana  College — Rock  Island,   111 Jan.  2^ 

American  College  of  Physical  Education — Chicago,  111.. Feb.    i 

Lake  Forest  College— at  Armour Feb,    8 

Notre   Dame  University — South   Bend,   Ind Feb.  11 

Elmhurst  College — at  Armour   Feb.  16 

Illinois  Wesleyan  University — Bloomington,   111 Feb.  21 

James  Millikin  L^niversity — Decatur,  111 Feb.  22 

-Augustana  College — at  Armour Feb.  25 

This  year's  basketball  team  is  being  coached  by  W.  E.  Johnson 
and  consists  of  the  following  players : 

S.  Havlick  (Capt.) Guard  P.   Witashkis    Forward 

H.  Ahlbeck Forward  E.  Johnson   Guard 

G.  Schumacher   Forward  E.  Payson   Guard 

C.  Sippel    Center  .A..  Zalewski   Guard 

D.  Rutishauser    Center  A.  Fischer  Guard 

O.  Kuehn   Forward  S.  Farrell    Forward 

The  initial  game  of  the  season  was  played  with  the  American 
College  of  Physical  Education  on  November  30.     The  Institute 


124  THE    ARMOUR    ENGliNEER  [January,   1921 

team  won  this  game  by  a  score  of  t,^  to  21.  In  this  game  Ahlbeck 
and  Schumacher  starred  for  Armour,  the  former  making  six 
baskets  and  the  latter  four. 

The  Institute  players  made  a  trip  to  Indiana  and  played  Butler 
College  on  December  3.  The  two  teams  were  well  matched  and 
alternatelv  held  the  leading  score  until  the  latter  ijart  of  the 
second  half  when  Pat  Page's  team  made  a  series  of  long  field 
goals.  The  final  score  was  32  to  2^.  The  following  evening  the 
Institute  team  met  the  I'niversity  of  Indiana  team  on  t!ie  latter's 
floor,  and  was  defeated  by  a  score  of  t6  to  48,  by  the  strongest 
team  in  Indiana  and  probably  in  the  Big  Ten  Conference. 

On  December  10  the  Institute  team  met  the  Hahnemann  Medi- 
cal College  team  in  the  Armour  gyninasium.  This  game  was  a 
decided  victory  for  Armour  in  e\ery  detail  as  is  shown  by  the 
.score,  which  was  34-14.  Ahlbeck  increased  the  Tech  score  con- 
siderablv  by  making  se\en  baskets  and  ^^ix  free  throws.  Close 
guarding  by  Johnson  and  Haylick  kept  the  Medics  away  from 
their  goal  and  forced  them  to  take  long  shots  at  the  basket  which 
ihey   failed  to  make. 

The  University  of  Chicago  booked  a  game  with  Armour  on 
December  15,  in  Bartlett  Gymnasium.  The  Tech  team  played 
a  remarkable  passing  game,  and  led  the  Maroons  by  a  2  to  o 
score  for  several  minutes  after  the  starting  whistle.  Due  to 
a  strong  Maroon  defense  the  Institute  players  were  unable  to 
get  within  range  of  the  basket  for  many  shots,  and  Chicago  soon 
took  and  held  the  leading  score.  The  splendid  following  that  the 
Institute  had,  which  con^^isled  of  several  hundred  students  and 
a  fifteen-piece  band,  illustrated  the  manner  in  which  the  college 
is  backing  the  team. 

On  December  ly  the  Institute  team  played  the  Illinois  W'es- 
leyan  University  at  the  Armour  gymnasium  and  was  defeated  for 
the  first  time  this  season  on  their  own  floor.  The  victory  for 
Illinois  W'esleyan  was  gained  principally  by  long  field  goals.  Hous- 
sler  of  the  W'esleyan  team  made  the  greater  number  of  these  for 
the  visitors.  Illinois  W'esleyan  is  a  member  of  the  Little  Nine- 
teen Conference  and  is  probably  the  strongest  team  in  that  league. 

Armour  Institute  played  a  second  game  with  the  University 
of  Chicago  on  January  3,  in  which  the  most  accurate  "basket 
shooters"  of  the  Maroon  team  were  held  to  a  few  baskets.  Due 
to  the  strong  guarding  and  to  the  Tech  players'  ability  to  find 


Vol.  XII,  No.  2]  COLLEGE  NOTES  125 

the  basket  the  final  score  was  15  to  34  in  favor  of  the  Maroons. 

W'hen  the  Chicago  College  of  OJ^teopathy  came  to  Armour  they 
found  the  team  in  good  condition,  well  able  to  find  the  basket 
and  skilled  in  passing  the  ball.  Schumacker  made  eight  baskets 
and  Havlick  added  eight  more  points  to  the  score.  Ahlbeck, 
Rutishauser,  Sippel,  Johnson,  Payson  and  Fischer  showed  their 
ability  to'  break  through  the  defense  of  the  Osteopaths. 

It  is  anticipated  at  this  time  that  the  basketball  team  for  the 
year  1920-21  will  win  the  majority  of  their  games,  although  they 
are  carrying  a  heavy  schedule.  Greater  enthusiasm  for  athletics 
has  been  shown  this  season  than  ever  before  and  is  illustrated  by 
the  large  attendance  at  the  games.  We  earnestly  hope  that  the 
intense  interest  among  the  students  in  the  Armour  Institute 
of  Technolog}'  for  the  ])romotion  of  athletics  will  continue  to 
exist. 

THE  NEW  YORK  COMPETITION 


Few  of  the  engineers  realize  the  position  that  our  Architectural 
Department  holds  in  the  intercollegiate  world,  but  an  event  has 
recently  occurred  which  forces  attention  in  their  direction. 

There  is  held  in  New  York  five  times  a  year,  what  is  known 
as  the  Beaux  Art  Competition.  All  of  the  Eastern  colleges  and 
some  few  of  the  Western,  send  problems  there  to  be  judged  by 
prominent  New  York  architects.  The  nature  of  these  problems 
is  announced  in  advance,  and  a  definite  time  is  allowed  for  their 
completion.  The  rewards  gi\  en  are  First  Medal,  Second  Medal, 
First  Mention,  and  Mention,  in  the  order  named.  To  win  in  this 
competition  is  counted  a  great  honor,  and  requires  real  talent, 
for  there  are  drawings  entered  from  all  parts  of  the  country. 

This  year  is  the  first  that  Armour  has  entered  in  the  competi- 
tion, and  we  are  quite  proud  of  the  results.  T.  M.  Flofmeester, 
Massier  of  the  Architectural  Society,  won  a  second  medal  on 
his  presentation  of  "A  Country  Estate,''  which  was  the  problem 
judged  on  November  i6th.  Mentions  were  taken  by  five  other 
Seniors:  I.  Jerry  Loebl,  Norman  J.  Schlossman,  Helen  L.  Fas- 
sett,  George  D.  Conner,  and  Rudolph  Nedved. 

A  second  problem  has  been  presented  that  has  not  yet  been 
judged.'  The  subject  was  "A  Monumental  City  Hall  Staircase," 


126  THE    ARMOUR    ENGINEER  [January,  1921 

and  some  very  creditable  drawings  were  presented.  We  hope 
tjiat  in  this  second  competition,  our  architects  n>ay  add  still  more 
glory  to  their  name. 

TAU  BETA  PI 

Tau  Beta  Fi,  honorary  engineering  frateniitv.  announces  the 
initiation  of  the  following  Seniors  into  its  membership:  M.  O. 
Brueckner,  F.  Duennes,  F.  E.  Hayden.  \\'.  A.  Heitner,  J.  J. 
O'Rourke,  D.  L.  Rosendal.  C.  T.  i\aher.  S.  H.  WVbster,  and 
R.  W.  Van  Valzah. 

LIST    OF    THESES    TO    BE     PRESENTED    BY    THE 

SENIORS  OF  THE  MECHANICAL  ENGINEERING 

DEPARTMENT. 


'A   Proposed   Design   of   the   Air  Testing    Laboratory    for  The 
Greater   Armour  Institute   of   Technology." 

Charles    T.  Walter. 

"A   Proposed   Design  of  the   Refrigeration   Laboratory'   for  The 
Greater  Armour  Institute  of  Technolog\"." 

Alfred  C.  Hoven. 
R.  W.  Van  Valzah. 

"The  Performance  of  a  Harrington  Forced  Draft  Chain  Grate 

Stoker."  _   _,    .^     ,.    , 

C.  B.  Doohttle. 

S.  H.  Barce. 

F.   D.  Quinlan. 

"Design  of  An  Intake  Manifold  for  Low  Grade  Fuels." 

Harlan  Bird. 

"Shock   Absorption   of   Automobile    Tires." 

L.  S.  Maranz 
L.   B.   Newman. 

'"A    Proposed    Design    of    the    Hydraulics    Laboratory    for    The 
Greater  Armour  Institute  of  Technolog}'." 

Wm.  A.  Heitner. 
lohn  Plocar, 


Vol.  XII,  No.  2]  COLLEGE  NOTES  127 

"The  Relative  Cost  of  Operating  Steam  and  Electric  Locomotives 
for  Switching  Purposes  on  the  St.  Paul  R.  R.  Industry 
Tracks."  j.  p,  Sanger. 

S.  N.  Havlick. 

"A  Proposed  Design  of  an  Experimental  Automotive  Laboratory 
for  The  Greater  Armour  Institute  of  Technolog\\" 

B.  E.  Wolgemuth. 
W.  S.  Pawlowski. 

"Test  of  a  300  pound  De  Laval  Oil  Purifier  and  Clarifier." 

S.  H.  Webster. 

"A  Proposed  Design  of  Steam  Laboratory  for  The  Greater 
Armour  Institute  of  Technology." 

J.  H.  Clouse. 
F.  C.  Duennes. 

"Thermostatic  Temperature  Control  of  Gas  Engine  Jacket 
Water."  M.  G.  Gross. 

A.  J.   Steiner. 


ililiiliiliiliiliiliiliiliiliiliiliiiiiliiliiiiiiniiiliiliiiiiiiiiiiiiiiiiiniiiiniiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiuiiiiiiiiiiiiiiiiijj 

1  ALUMNI  NOTES  I 


EXECUTIVE  COMMITTEE  MEETING 


A  meeting  of  the  Alumni  Executixe  Committee  was  held  on 
Jan.  II,  in  the  grill  room  of  the  Great  Northern  Hotel.  Those 
present  were  President  Matthews,  Lynn  l£.  Davies,  Roscoe  Har- 
ris.' Sidney  Jones,  \\'.  Oberfelder,  E.  A.  Freeman,  and  C.  A. 
Knuepfer.  The  committee  decided  to  hold  a  dance  on  Feb.  4, 
1921,  in  the  Red  Room  of  the  Hotel  La  Salle.  All  alumni,  and 
tlie  present  Senior  class  are  in\  ited  to  attend.  The  regular  fall 
Alumni  Meeting  and  Ranquet  has  been  dispensed  with,  and  the 
next  meeting  of  this  kind  will  be  held  in  May,  1921. 


-NEW  ADDRESSES 


Floward  Cooper,  '13,  has  left  the  Baltimore  Copper  Works 
and  is  now  connected  with  the  Sinclair  Oil  Refining  Company  in 
Chicago. 

Donald  E.  Cable,  '18,  after  obtaining  his  ^L  .^.  degree  in 
Chemistry  at  Madison,  Wisconsin,  while  employed  there  by  the 
U.  S.  Forest  Products  Laboratory  as  chemist  and  engineer,  has 
gone  to  the  Agricultural  Experiment  .Station  of  the  L'niversity  of 
Wyoming  as  assistant  research  chemist. 

Ralph  A.  Walther,  '09,  formerly  with  the  C.  &  N.  W.  Ry., 
is  now  suiXTintendent  of  construction  for  the  C.  E.  Carson  Co., 
of  Chicago. 

John  W.  Jierney.  '17,  is  with  the  Electric  ."storage  Battery  Co.. 
Chicago,  in  their  operating  and  construction  department. 

I^aul  .Stern.  '20,  is  chemist  for  the  Ami-rican  Cocoanut  But- 
ter Co. 

*NoTE. — Both  the  college  and  the  Alumni  Association  are  very 
anxious  to  keep  an  accurate  record  of  all  Alumni.  The  reader 
is  therefore  urged  to  help  us  bv  sending  in  anv  such  information. 


Vol.  XII,  No.  2J  ALUMNI  NOTES  129 

Ernst  Sieck,  '15,  has  left  the  American  Coke  and  Chemical 
Co.  to  become  chemical  engineer  for  the  Abbott  Laboratories, 
Chicago. 

Louis  A.  Simons,  '11,  is  now  Staff  Engineer  with  L.  V.  Estes, 
Inc.,   Chicago. 

Ir.win  Herbert  Shram,  '08,  has  been  transferred  from  Susque- 
hanna, Pa.,  to  Marion,  O..  where  he  is  Terminal  Superintendent 
for  the  Erie  Railway  Co.  He  was  formerly  Division  Engineer 
for  the  same  road. 

Louis  Roller,  "12,  has  returned  to  Chicago  from  Sioux  City, 
Iowa,  to  act  as  Sales  Engineer  for  the  McClellan  Refrigerating 
Company. 

R.  \y.  Regensburger,  '20.  is  Testing  Engineer .  for  Swift  & 
Co..  at  their  Chicago  yards. 

Louis  I.  Potter,  '99,  is  \'aluation  I'ilot  for  tlie  N.  Y.  C.  R.  R. 
at  the  New  York  Terminal. 

Harold  C.  Peterson,  '20,  is  another  one  of  our  recent  gradu- 
ates who  has  seen  opportunities  through  the  position  of  Engineer 
with  Swift  &  Co.,  while  William  McCauley  has  chosen  the 
Qiemical  Department  of  the  same  firm  as  his  road  to  success. 

Sidney  Kahn,  '12,  has  become  Secretary  of  the  National  Vine- 
gar Corporation,  Colgate  Creek,  Md.  ...,'■■.■=.. 


BOOK  NOTES 


Among  tlie  recent  additions  to  the  library,  the  following  have 
been  selected  as  of  especial  interest  to  the  students  in  the  depart- 
ments  of : 

MECHANICAL   EXGINEERINCi 

Hoffman,  J.  D.  Handbook  for  Heating  and  rentilating  En- 
ginecrs. 
A  practical  discussion,  with  tables  and  charts  on  design  and 
installation.  The  book  covers  the  fundamental  principles  of  heat- 
ing and  ventilating  and  gives  applications  and  designs  in  a  man- 
ner that  can  be  understood  clearly. 

IvENs,  E.  M.     Pumping  by  Compressed  Air. 

This  book  contains  the  necessary  information  for  the  study, 
design,  installation,  and  operation  of  a  compressed  air  pumping 
plant  of  any  size  or  capacity. 

Moore,  H.  F.     Textbook  of  the  Materials  of  Engineering. 

A  concise,  elementary  presentation  of  the  physical  properties 
of  the  common  materials  used  in  structures  and  machines.  Brief 
descriptions  of  their  manufacture  are  also  given. 

Sterling,  F.  W.     Marine  Engineers'  Handbook. 

This  handbook,  which  summarizes  the  best  practice  and  most 
approved  modern  theory  of  marine  engineering,  is  intended  for 
designing  and  operating  engineers. 


ELECTRICAL  EN  GIN  EERI N  G 
Dawes,  Chester  L.    Direct  Currents. 

A  thorough  discussion  of  the  many  types  of   machinery   and 
transmission  devices  which  are  met  in  practice. 

Lawrence,  R.  R.  Principles  of  Alternating  Current  Machinery. 
The  book  covers  the  principles  underlying  construction  and 
operation.  Only  the  most  important  types  of  machines  are  in- 
cluded, but  these  are  developed  in  detail  to  bring  out  important 
principles. 


Vol.  XII,  No.  2]  BOOK  NOTES  131 

Rankin,  Robt.     Storage  Battery  Practice. 

A  book  designed  for  the  practical  engineer.  The  nature  and 
action  of  primary  and  secondary  cells  are  explained  and  there 
is  a  chapter  devoted  to  manufacture.  The  directions  for  installa- 
tion, operation,  and  repair  are  simple  and  to  the  point. 

SloaN'E,  T.  O.     Standard  Electrical  Dictionary. 

"All  the  recent  advances  in  appliances,  new  developments  and 
refinements  in  theory  have  been  fully  treated." 


CIVIL  EMGIXEERING 
Fowler,  C.  E.     Ordinary  Foundations. 

This  new  work  gives  the  latest  practices  and  methods  in  its 
field.  It  takes  up  the  working  details  and  shows  the  results  of 
actual  experience. 

Knowles,  Morris.     Industrial  Housing. 

The  problems  of  appropriate  planning  of  streets,  lilocks  and 
lots,  parks  and  recreation  facihties.  drainage,  sewerage,  water 
supply,  gas  and  electricity,  transit  and  transportation,  health  and 
sanitation  are  all  thoroughly  discussed,  as  well  as  the  actual 
planning  and  building  of  houses. 

Paaswell,  G.     Retaining  Walls,  Their  Design  and  Construction. 
The  author  considers  the  theor\'  and  design  of  retaining  walls 
for  earth,  and   the   tools,   machinery,   concrete    forms   and   work 
rec|uired  in  their  construction. 

Simon,  F.  C.     Dredging  Engineering. 

T\\Q  construction  and  operation  of  tlie  principal  tyi^es  of 
dredges  are  described  in  detail.  The  second  half  of  the  book 
deals  with  the  actual  j)lanning  and  working  out  of  dredging 
problems. 


CHEMICAL  ENGINEERING 

Derr.  Loitis.     Photogrof^Jiy  for  Students  of  Physics  and  Chem- 
istry. 
This  book  on  the  general   principles  and  processes  of  photog- 
raphy is  intended  for  students  who  are  interested  in  its  scientific 
aspect. 


132  THE    ARMOUR    ENGINEER  [January,  1921 

Matthkvvs,  J.  AJ.     Application  of  Dycsinffs  to   lextilcs.  Paper. 

Leather  and  Other  Materials. 

Tlie  book  appeals  to  the  interest  of  all  those  concerned  in  the 

api)lication  of  dyestufts.     A  brief  discussion  of  the  use  of  dyes 

in  lines  of  industn-  other  than  the  field  of  textiles  is  included. 

Maxtei),  K.  B.     Catalytic  Hydrogcnation  and  Reduction. 

In  his  preface  the  author  states  that  "the  present  volume  has 
been  written  with  the  object  of  presenting  in  easily  accessible 
form    the  numerous  examples  of  catalytic  hvdrogenation. 

Slosson,  E.  E.     Creative  Chemistry. 

An  interestingly  written  book  for  the  general  reader  on  the 
application  of  chemistry  in  the  industries  and  the  derived  prod- 
ucts. Jt  contains  chapters  imi  explo.si\es,  fertilizers,  artificial 
dyes,  ])erfumes  and  essences,  cellulose,  rubber,  sugar,  corn  prod- 
ucts, \egetable  oils  and  their  products.  ])()isonous  gases  in  war- 
fare, products  of  the  electric   furnace,  and  metals. 


OF  (;b:XERAL  IXTEREST 

1{|SH(M\  j.  15.  Theodore  h'cosr^'clt  and  His  Time  Shuo.'n  in  His' 
Letters. 
1  his  1^  the  biography  which  was  written  with  Roosevelt's  co- 
operation and  for  which  he  contributed  h\>  correspondence.  The 
result  i.■^  a  combined  study  of  personality  and  a  history  of  Xew 
York  state  and  America  from  ]88i  to  IQ19. 

CHKki.NC'ioN.  \\  T.     Llements  of  Marketimj. 

\  description  of  the  processes  of  distributing  merchandise,  in- 
cluding storing,  transporting,  selling  and  other  concrete  jiroblems. 

(k)Li)\]A\.  O.  l'>.     Tinancial  Liujineerinij. 

In  thi^  book  engineering  methods  are  applied  to  the  solution 
of  bu>iness  and  adniinistrati\  e  i)roblems.  teaching  how  to  translate 
engineering  factors  into  dollars  and  cents.  All  mathematical 
deductions  are  worked  out  in  detail. 

Hi.xDi's,  M.  G.     Russian  Peasant  and  the  Revolution. 

"In  order  to  fully  understand  the  Russian  revolution  and  its 
ultimate    destinv."    savs    the    author,    "we    must    understand    the 


<lo\.  XII,  No.  2]  BOOK  NOTES  133 

Russian  peasant,  who  constitutes  by  far  the  most  important  ele- 
ment, and  the  mightiest  force  in  Russian  life." 

Martin,  E.  S.    Life  of  Joseph  H.  Choate  as  Gathered  from  His 
Letters. ' 
This  story  of  a  famous  statesman  in  his  own  words  gives  a 
glimpse  into  the  diplomatic  life  of  the  United  States  and  Europe. 

PuKiNTON,  E.  E.    Personal  Efficiency  in  Business. 

Suggestions  are  here  given  in  popular  style  for  the  cultivation 
of  mental,  physical  and  hygienic  habits  which  will  put  one  into  the 
mood  for  deserving  advancement  in  business. 

Trent,  W.  P.,  &  Wells.  B.  W.     Colonial  Prose  and  Poetry. 

The  object  of  the  anthology  is  to  give  the  critic  of  hterature 
an  opportunity  "to  study  the  effects  of  environment  upon  the 
literary  powers  and  products  of  a  transplanted  race."' 

TuELL,  H.  E.     The  Study  of  Xations. 

To  aid  international  understanding  the  author  emphasizes  a 
tolerant  and  appreciative  attitude  toward  nations  other  than  our 
own.  Each  nation  is  studied  from  the  point  of  view  of  its 
present  individuality,  of  how  history  has  made  it  what  it  is,  and 
of  what  it  may  be  expected  to  contribute  to  civilization. 

Edith  Ford,  Associate  Librarian. 


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ALPHABETICAL    INDEX    OF    ADVERTISERS. 


Page 

Allis-Chalmers    Mfg.   Co 4 

Armour   Engineer    13 

Armour    Institute   of   Technolog}-    1 

Armour    &    Co 8 

Besly  &  Company,  Clias.  H 10 

Banning  &  Banning   10 

Brady  Foundrj-   Co.,  James   A ...    5 

Christensen   School   of   Popular   Music 7 

Clarke-McElroy    Publishing  Co 13 

Engineering   Agency    9 

General    Electric    Co 2 

Hansell-Elcock    Co 7 

Hills,    Chas.    \V 4 

Tointless    Fire    Brick    Co 12 

Koehne,  Wm.  L 11 

Lufkin   Rule  Co 11 

Magie    Bros 4 

Roebling   &   Sons,  John   A 6 

Robinson    &    Co.,   Dwight    P 7 

Swenson  Evaporator  Co 11 

Western    Electric   Co 3 

Wilson    Corporation,   J.    G 10 


7 


V. 


''My  first  job  was 

to  build  a  shanty" 


WHl'.X  I  got  out  of  schooi."'  said  the 
old  j>i-;id.  "I  went  aroiiiiil  ;dl  primed 
to  discuss  equilibiium  ol'  iiHiueuts  or  to 
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New  York  and  C  hieago. 

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was  to  build  a  shantj'.  That  had  me 
stumped.  It  didn't  seem  fair.  I'd  never 
had  a  shanty  course  at  college. 

•'Still  1  relied  my  sleeves  up  and  started 
in.  At  first  the  thing  wouldn't  'jell'  at 
a!!,  'i'he  joints  didn't  stay  put.  The  roof 
sagueil  in  the  middle. 

•"But  I  went  over  luy  plans  and  rea- 
soned out  the  wh.y  and  wherefore  of  the 
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stayed  with  that  job  till  I  hail  it  licked. 

"Then    I    suddenly    realized    that   the 

biggest  thing    !    had    learned    at   college 

was  not  the  bits  of  specific   information, 

but  something  of  much  more  importance 

whicii  these  had  taught  me— the  ability 

to  think." 

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No  curricxdum  can  include  everything 
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MARCH,  1921 


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CONTENTS. 


INVESTIGATION  OF  THE  EFFECT  OF  AIR  CON- 
DITIONS UPON  THE  POWER  OF  AVIATION 
ENGINES         135 

By  Harold  S.  White. 

A  NEW  SYSTEM  OF  DIRECT  MOTOR  CONTROL     .     145 

By    Henry    I.    Rosenthal. 

COSTS  AND  THE  ENGINEER 15S 

By    Guy    F.    Wetzel. 

THE  NEW  CHICAGO  TELEGRAPH  BUILDING  OF 

THE  WESTERN  UNION  TELEGRAPH  CO.     .     166 

By  W.   W.  Drew  and  R.  A.  Newlander. 

THE    ROOSEVELT  ROAD   VIADUCT 173 

By   Morris   Grodsky. 

STANDARDIZATION  OF  LUMBER 189 

By    Charles    Edward    Paul. 

EDITORIALS 193 

ENGINEERING  SOCIETIES 196 

COLLEGE   NOTES 201 

ALUMNI  NOTES 210 

BOOK  NOTES 213 


Armour 
ifnatttut?  of  ®?rl|nologg 


CHICAGO 


THE  COLLEGE  OF  ENGINEERING  OFFERS   COURSES   IN 

Mechanical  Engineering 
Electrical  Engineering 
Civil  Engineering 
Chemical  Engineering 
Fire  Protection  Engineering 
Architecture,  and  Industrial  A  rts 


These   Courses   are   each  four  years  in  length  and 
lead  to  the  degree  of  Bachelor  of  Science 


COMPLETELY  EQUIPPED  SHOPS 
and  LABORATORIES 


®t|0  SInstttut?  lulbtina 

WILL  BE  SENT  ON  APPLICATION 


What  Is  Air  Pressure  Z 

THE  air  is  composed  of  molecules.  They  con- 
stantly bombard  you  from  all  sides.  A  thousan  i 
taps  by  a  thousand  knuckles  will  close  a  barn 
door.  The  taps  as  a  whole  constitute  a  push.  So  tha 
constant  bombardment  of  the  air  molecuks  constitutes 
a  push.  At  sea-level  the  air  molecules  push  against 
every  square  inch  of  you  with  a  total  pressure  of  nearly 
fifteen  pounds. 

Pressure,  then,  is  merely  a  matter  of  bombarding 
molecules. 

When  you  boil  water  you  make  its  molecules  fly  off. 
The  water  molecules  collide  with  the  air  molecules.  It 
takes  a  higher  temperature  to  boil  water  at  sea-level 
than  on  Pike's  Peak.  Why?  Because  there  are  more 
bombarding  molecules  at  sea-level — more  pressure. 

Take  away  all  the  air  pressure  and  you  have  a  perfect 
vacuum.  A  perfect  vacuum  has  never  been  created. 
In  the  best  vacuum  obtainable  there  are  still  over  tA'O 
billion  molecules  of  air  per  cubic  centimeter,  or  about 
as  many  as  there  are  people  on  the  whole  earth. 

Heat  a  substance  in  a  vacuum  and  you  may  discover 
properties  not  revealed  under  ordinary  pressure.  A  new 
field  for  scientific  exploration  is  opened. 

Into  this  field  the  Research  Laboratories  of  the 
General  Electric  Company  have  penetrated.  Thus  one 
of  the  chemists  in  the  Research  Laboratories  studied 
the  disintegration  of  heated  metals  in  highly  exhausted 
bulbs.  What  happened  to  the  glowing  filament  of  a 
lamp,  for  example?  The  glass  blackened.  But  why? 
He  discovered  that  the  metal  distilled  in  the  vacuum 
depositing  on  the  glass. 

This  was  research  in  pure  science — research  in  what  may  be 
called  the  chemistry  and  physics  of  high  vacua.  It  was  undertaken 
to  answer  a  question.  It  ended  in  the  discovery  of  a  method  of 
filling  lamp  bulbs  with  an  inert  gas  under  pressure  so  that  the 
filament  would  not  evaporate  so  readily.  Thus  the  efficient  gas- 
filled  lamp  of  today  grew  out  of  a  purely  scientific  inquiry. 

So,  unforeseen,  practical  benefits  often  result  when  research  is 
broadly  applied. 


General  Office 


Schenectady,  N.Y. 

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o 


THE  ARMOUR 
ENGINEER 


The  Quarterly  Technical  Publication 

OF  THE 

Armour  Institute  of  Technology 
chicago,  illinois 


Volume  XII  Number  3 

March,  1921 


The  Armour  Engineer 


VOLUME  XII.  MARCH,  1921  NUMBER  3 

INVESTIGATION  OF  THE  EFFECT  OF  AIR  CONDITIONS 
UPON  THE  POWER  OF  AVIATION  ENGINES 

By  Harold  S.  White,  '17 

I.     AIR  TEMPERATURE  EFFECTS. 

From  the  results  of  many  engine  tests  it  has  been  found  that 
the  indicated  power  is  proportional  to  the  weight  of  air  taken  by 
the  engine.  Assuming  the  same  reaction  of  combusion,  the  power 
of  an  engine  should  be  directly  proportional  to  the  weight  of  charge 
used.  Changes  in  air  temperature  such  as  we  are  dealing  with 
should  not  affect  the  reaction  of  combustion  except  as  it  affects 
air  weight. 

From  the  foregoing  we  get  the  relation : 

HP  =  CXW.  (i) 

We  are  considering  the  effect  of  air  temperature  alone,  other 
factors  such  as  throttle  opening,  speed,  and  air  pressure  being 
held  constant. 

The  present  day  theory  follows.  If  we  consider  the  engine  as 
a  displacement  pump  the  volume  of  air  handled  is  constant  be- 
cause the  displacement  is  constant. 

The  following  symbols  will  be  used  throughout  the  paper: 
HP  =  Horsepower. 
W  =  Weight  of  air  per  sec. 
C  =  Constant. 
T  =  Absolute  temperature. 
D  =  Density  of  air  in  lb.  per  cu.  ft. 
V  =  Volume  of  air. 

Vo  =  Specific  volume  of  air  in  cu.  ft.  per  lb. 
u  =  Velocity  of  air. 
P  =  Pressure  of  air. 
Pj  ^  Pressure  of  air  entering  orifice. 
P2  =  Pressure  of  air  leaving  orifice. 
Pm  =  Mean  pressure  of  air  (P^  -4-  P,)  -4-2. 
n  =  Exponent  (1.405  for  adiabatic  expansion). 
Ha  =  Head  in  ft.  of  air. 


136  THE     ARMOUR     ENGINEER  [March,  1921 

Now  W  =  V  X  D  (2) 

or  \V  =  C  X  D  (since  V  =  c.) 
Therefore  HP.  =  c  V  D.      (From  Eq.  i  and  Eq.  2)        (3) 
From  this  we  can  see  that  horsepower  is  proportional  to  density. 

T  I 

Now  Va  =  53.34  X  —  and  D  -=  — 
P  Va 

P 
Then  D  =  c  —  (4) 

T 

I 
Therefore  HP.  ^  c  X  —  (Since  P  =  c)  (5) 

T 
This  theory  that  power  is  proportional  to  density   (Eq.  3)   or 
inversely   to  the   absolute   temperature     (Eq.     5)     is    commonly 
accepted  by  engineers  of  today,  as  is  evidenced  by  such  correction 
factors  as  the  following,  taken  from  the  technical  press : 

"Horsepower  Computations. — The  horsepower  values  may  be 
referred  to  standard  conditions  of  760  mm.  barometric  pressure 
and  15  deg.  cent,  by  a  correction  factor.     Humidity  is  not  consid- 
ered. 
Where 

Horsepower  corrected  =  horsepower  reading  X  C. 
C  =  Correction  factor. 

29.92           459  -f  T 
c \/ 

H  459  +  59 

H  =^  Barometric  pressure-in.  of  mercury. 
T  =  Air  temperature  deg.  fahr. 
Also  for  the  theoretical  temperature  correction  alone  we  have 
given  by  the  National  Advisory  Committee  for  Aeronautics  Re- 
port No.  45,  page  31,  Plot  4. 

273  +  T 
Fo  = 

273 
Where 

Fo  =  Theoretical  factor, 
T    =  Temp,  in  deg.  cent. 
Both   of  these   ft^rmulac  show  that    theoretically   the   power  is 
inversely   proportional  to  absolute  tcni])erature..     From  the  last 
mentioned  report  we  can  also  see  the  divergence  of  the  actual 


Vol.  XII,  No.  3]     WHITE:     AIR  EFFECTS  ON  POWER 


137 


experimental  corrections  for  the  temperature  from  the  theoretical 
values.    This  plot  is  shown  in  Fig.  i. 


JUl^lff^Tii 


Fig.  1. 

Showing  the  Close  Agreement  Between  the  New  Theoretical 

Factor  and  the  Experimental  Factor. 

In  the  above  theory  is  the  assumption  that  the  volume  is  con- 
stant a  correct  one?  The  air  flow  through  an  engine  is  not  a  dis- 
placement proposition,  but  should  be  considered  on  a  restricted 
flow  basis.  The  valves  have  an  orifice  efifect,  and  we  shall  investi- 
gate the  air  flow  on  this  basis. 


138 


THE     ARMOUR     ENGINEER 


[March,  1921 


Fig.  2. 
Showing  the  Constant  Manifold   Depression  for  Air  Tem- 
perature Changes. 

From  "Lucke's  Thermodynamics"  (page  1098)  we  can  derive 
an  approximate  formula  for  flow  through  an  orifice  with  the  fol- 
lowing assumption:  If  the  drop  in  pressure  is  small,  the  work 
derived  from  expansion  may  be  neglected,  and  the  fluid  may  be 
considered  as  non-expansive  and  of  a  density  corresponding  to 
the  mean  pressure  on  the  two  sides  of  the  orifice  and  to  the  ori- 
ginal temperature. 


u  ^  ^/  2g  Ha 
Ha  =  Va  (Po 

Va  =-  53.34  X 


PJ 


T 


(6) 
(7) 

(8) 


Putting  Equation  7  in  terms  of  P^,  Po  and  T,  we  have 
c  X  T   X    (P2  —  Pi) 
Ha  = 

rPe  +  PO 

We  can  see  from  Fig.  2  that  the  manifold  depression  is  con- 
stant for  temperature  changes,  and  therefore  it  is  reasonable  to 
assume  that  the  pressure  drop  through  the  valves  will  also  be 
constant.  Therefore,  let  us  assume  that  the  pressures  are  con- 
stant. 

Then : 


Ha=  c  T 


u  =  V  2  g  c  T 

=  c  V  T 
V  =  u  X  area  (which  is  constant) 
=  c  VT 

From  this  we  see  that  the  volume  varies  as  the  square  root  of 
the  temperature  instead  of  being  constant,  as  is  assumed  in  the 
present  day  theory. 


(9) 
(10) 
(II) 


Vol.  XII,  No.  3]     WHITE :     AIR  EFFECTS  ON  POWER 


139 


For  a  more  exact  proof  we  have  from  "Goodenough's  Ther- 
modynamics" (page  252)  :  n —  i 

u-  n  r        /  P„  ^ 

=  (Pi  VJ      1—   -  n 

2  g         n  —  I  I  1  P  J 


Assuming  only  frictionless,  adiabatic  flow. 


] 


(12) 


or  u 


[ 


Po  \ 


PiVj    I- 


n —  I 


(13) 


"  —  I  L       I  Pi  / 

Now  P.  V.  ^  R.  T.  and  if  the  pressures  are  constant 

u  =  c  V  T 
or  V  =  c  V  T 

which  is  the  same  result  as    was    obtained    by    an    approximate 
method  in  Equation  11. 

The  fact  that  volume  increases  with  temperature  is  shown  by 
Fig.  2  of  Mr.  S.  W.  Sparrow's  paper,  given  in  the  March,  192 1, 
issue  of  the  S.  A.  E.  Journal. 

Since  the  volume  is  not  constant  for  temperature  changes, 
horsepower  cannot  be  proportional  to  density,  as  can  be  seen  by 
following  the  reasoning  in  the  present  day  theory.  (Eq.  2  and 
%3)- 

If  volume  varies  with  the  square  root  of  the  absolute  tempera- 
ture, let  us  see  how  weight  of  air  and  horsepower  will  vary. 

Now  W  =  V  X  D 

^cV't'XD  (14) 

I 
and  D  -=  c  X  —  (for  constant  pressure). 
T 

I 

Then  W  =  c  V^  X  c  X  — 

T 
I 

W  =  c  X 


V  T 
Therefore  H.  P.  =  c  X  - 


V  T 


(15) 
(16) 

(17) 


140 


THE     ARMOUR     ENGINEER 


[March,  1921 


Equation  16  may   also    be   derived  from      Equation     1188    of 
"Lucke's  Thermodynamics"   (page   1098)   by  assuming  the  pres- 
sures to  be  constant  and  substituting 
R  T, 
for  \\ 

From  Lucke  (Eq.  1188)  : 


W    = 


we  ffet 


W  =  c 


V  T 


Durley  (A.  S.  M.  E.  Translations  '06,  page  206)  checked  ex- 
perimentally the  efifect  of  air  temperature  upon  air  flow  through 
an  orifice  under  constant  head,  and  found  that  it  varied  inversely 
as  the  square  root  of  the  absolute  temperature. 

The  correction  factors  derived  from  the  relation 


H.  P. 


VT 


are  shown  in  Fig.  i.  It  will  be  seen  that  the  new  correction 
comes  ver)'  close  to  the  one  derived  from  experimental  data. 
Table  I  also  shows  the  agreement  between  these  factors.  It  may 
be  seen  from  the  X.  A.  C.  A.  report  (page  22,  plat  7)  that  their 
last  check  tests  are  closer  to  the  new  relation  than  to  their 
earlier  correction  factor. 

Having  seen  how  cloesly  the  new  relation  fits  the  test  results 
it  is  reasonable  to  consider  that  the  assumption  of  constant  pres- 
sure drop  may  be  correct,  especially  in  view  of  the  constancy  of 
such  pressure  drops  as  we  can  observe. 

II.     AIR  PRESSURE  EFFECTS. 

Continuing  our  investigation  on  an  orifice  flow  basis,  let  us  see 

how  pressure  changes  afi'ect  the  flow  for  constant  temperature. 

From  the  X.  A.  C.  A.  Report  No.  48,  page  7,  shown  in  Fig.  3, 

we  see  that  the  manifold  drop  in  pressure  is  proportional  to  the 


Vol.  XII,  No.  3]     WHITE  :     AIR  EFFECTS  ON  POWER  141 

air  pressure.  Therefore,  it  is  reasonable  to  assume  that  the  drop 
through  the  valve  would  be  proportional  to  the  air  pressure. 
That  is,  the  ratio  of  the  two  pressures  is  constant, 

or ^  c. 

Pi 

R,  T, 

Also =  Vi  ■ 

Pi 
Using  these  two  relations  in  connection  with  equation   12,  we 
see  that 

u  =  c. 
Therefore  V  =  c. 

\\^  =  V  X  D.    . 
Therefore  W^  =  c  X  D. 

H  P  =  c  X  ^^'  =  c  X  D. 
Now  D  =  c  X  P   (for  constant  temperature). 
Therefore  HP  =  c  X  P. 

This  same  result  can  be  obtained  from  the  approximate  for- 
mula previously  used  or  from  Lucke's  Equation  1188.  The  fact 
that  the  horsepower  is  proportional  to  pressure  has  been  shown 
many  times.  Therefore,  the  assumption  that  the  pressures  main- 
tain a  constant  ratio  seems  to  be  justified.  From  this  we  may  see 
that  the  new  theory  is  in  agreement  with  actual  results  for  pres- 
sure changes  also.  In  this  analysis  we  see  that  the  volume  of  air 
is  constant,  and  that  therefore  the  power  is  proportional  to 
density.  In  the  temperature  analysis  the  volume  was  not  con- 
stant, and  therefore  the  power  was  not  proportional  to  the  density. 
That  is,  power  is  proportional  to  density   for  pressure  changes 

only. 

III.     AGREEMENT  OF  NEW  THEORY  WTH 

TEST  RESULTS. 
After  obsen'ing  how  closely  the  new  horsepower  temperature 
relation  checked  the  N.  A.  C.  A.  correction  factor  secured  from 
the  Hispano-Suiza  engine  tests  at  various  altitudes  and  with  vari- 
ous carburetors,  the  author  plotted  the  square  root  relation  on 
their  best  check  test  (No.  119)  and  found  all  points  except  one 
within  1/2  of  1%  of  this  curve.  This  relation  has  also  been  ap- 
plied to  Liberty  engine  tests  at  14,000  ft.  and  at  25,000  ft.,  and 
it  has  been   found  to  express  the  slope  of  the  points  very  well. 


142 


THE     ARMOUR     ENGINEER 


[March,  1921 


While  this  paper  was  written  with  the  idea  of  investigating  the 
air  temperature  efifect  on  aviation  engnes  only,  there  is  nothing 
in  the  reasoning  which  does  not  apply  to  any  internal  combustion 
engine  of  this  type.  I'he  author  therefore  applied  the  new  rela- 
tionship to  some  of  the  published  tests  on  other  engines. 


Fig.  3. 

Showing  the  Relation  Between  Manifold  Depression  and 

Barometric  Pressure. 

By  applying  it  to  Prof.  O.  C.  Berry's  tests,  conducted  at  Pur- 
due University,  on  an  automobile  engine  at  one-half  throttle 
and  i,ooo  R.  P.  M.,  it  was  found  that  the  average  of  the  points 
for  mixture  ratios  of  .1  lb.  fuel  to  i  lb.  air,  .09  to  i,  and  .08  to  i, 
were  within  2%  of  the  square  root  relation  for  temperatures 
from  80  deg.  fahr.  to  275  deg.  fahr.  Prof.  Berry's  paper  was 
given  at  the  Spring  meeting  of  the  A.  S.  M.  E.,  June  16,  1919. 

investigation  was  also  made  of  some  tests  on  a  tractor  engine 
made  by  the  International  Harvester  Co.  and  reported  in  the 
S.  A.  E.  Journal  for  February,  1920.  These  tests  were  made  at 
wide  open  throttle,  at  speeds  from  300  rpm.  to  1,000  i*pm.,  and 
at  various  mixture  ratios. 

It  was  found  that  by  averaging  the  results  of  Table  II  of  this 
report,  that  the  average  decrease  in  B.  H.  P.  from  70  deg.  fahr. 
to  240  deg.  fahr.  was  12.54%.  The  decrease  that  would  be  ob- 
tained from  the  square  root  relation  is  12.22%  and  that  obtained 
from  a  density  of  air  basis  (inversely  as  the  absolute  temperature) 
would  be  22.98%,  using  the  same  temperatures  as  given  in  the 
table.  This  shows  the  close  agreement  between  the  new  relation 
and  actual  results  as  compared  with  the  density  relation.  Plotting 
power  against  temperature  for  several  mixture  ratios  and  speeds 
showed  again  that  the  square  root  relationship  expresses  the  aver- 
age slopes  of  the  points  very  well. 


Vol.  XII,  No.  3]      WHITE:     AIR  EFFECTS  ON  POWER  143 

IV.  APPLICATONS. 
The  author  fully  realizes  that  there  are  a  great  many  factors, 
such  as  distribution,  stratificaton,  mixture  rates,  volatility  of  fuel, 
vapor  pressure,  etc.,  that  may  influence  this  relationship  between 
power  and  air  temperature,  but  where  the  conditions  are  such 
that  these  do  not  vary  too  greatly,  the  orifice  flow  of  the  charge 
is  the  governing  factor. 

In  resume  it  will  be  seen  that  we  have  applied  this  relation  to 
various  engines,  altitudes,  throttle  openings,  and  speeds,  and  con- 
sequently it  appears  to  be  applicable  to  the  gasoline  engine  in 
general. 

Having  observed  that  on  a  basis  of  orifice  flow  the  horsepower 
should  varv'  inversely  as  the  square  root  of  the  absolute  tempera- 
ture, and  directly  as  the  pressure,  the  author  suggests  that  the 
following  formula  be  adopted  for  conxerting  horsepower  to  stan- 
dard conditions : 


P  stand.  /      T  actual 

HP  = '"^    "\  /  ^  ^^-  ^^^"^^ 

Stand.        P  actual  V        T  stand. 

The  range  of  pressures  and  temperatures  over  which  this  cor- 
rection may  be  applied  is  necessarily  limited,  but  for  ordinary 
atmospheric  condition  the  relation  should  hold.  By  using  a 
relation  between  altitude  (pressure)  and  temperature,  the  eflfect 
of  the  former  upon  power  can  be  determined.  All  problems  of 
the  gasoline  engine  having  to  do  with  the  air  flow  should  be  inves- 
tigated on  a  basis  of  orifice  flow. 

The  author  wishes  to  acknowledge  the  assistance  given  him 
by  the  Bureau  of  Standards.  An  investigation  along  this  line 
was  suggested  to  him  by  Mr.  Stanwood  A.  Sparrow,  of  the 
Bureau  staff. 


144  THE     ARMOUR     ENGINEER  [March,  1921 

TABLE  NO.  I. 
HORSEPOWER  CORRECTION   FACTORS   FOR   TEMPERATURE. 


Centigrate  Temperatures 
Standard  Temperature  ^  0°C. 

Temp-       Cqrrection  Proposed 

erature          Factor  Correction 

O-'C.           from  Factor 
N.  A.  C.  A. 
No.  45 

—20             .9622  .9620 

—10             .9811  .9810 

0           1.0000  1.0000 

10           1.0189  1.0188 

20            1.0378  1.0364 

30            1.0567  1.1535 

40            1.0756  1.0715 

50           1.0944  1.0882 

60            1.1135  1.0964 

70            1.1324  1.1215 

80            1.1512  1.1375 

90            1.1702  1.1538 

100           1.1891  1.1695 

110           1.2080  1.1850 
Multiply  by  factor  to  get 

power  at  0°C. 


Fahrenheit   Temperatures 
Standard  Temperature  =  60°  F. 

Temp-       Correction  Proposed 
erature         Factor      Correction 

0°F.                from  Factor 
N.  A.  C.  A. 
No.  45 

—40             .8980  .8980 

—20             .9183  .9200 

0             .9387  .9400 

20             .9590  .9600 

40             .9800  .9800 

60            1.0000  1.0000 

80            1.0210  1.0193 

100            1.0410  1.0382 

120            1.0610  1.0574 

140            1.0815  1.0748 

160            1.1020  1.0925 

180            1.1225  1.1100 

200            1.1430  1.1270 

220            1.1635  1.1445 

Multiply  by  factor  to  get 
power  at  60°  F. 


A  NEW  SYSTEM  OF 
DIRECT  MOTOR  CONTROL 


By    Henry     I.    Rosenthal     '10. 

The  following  article  describes  the  system  of  motor  control 
invented  by  Leigh  J.  Stephenson,  and  is  a  reconstruction  of  a 
paper  written  in  conjunction  with  him.  The  tests  recorded  by 
the  curves  were  conducted  by  Mr.  Stephenson. 

.At  the  present  time  there  are  three  general  types  of  motors 
serving  the  field  covered  by  direct  current  power,  and  while 
these  three  types  are  in  general  more  satisfactory  and  possess 
a  greater  adaptability  than  the  motors  serving  the  alternating 
current  field,  still  with  the  present  method  of  control  used  with 
these  three  general  types  there  is  much  wanting  in  the  inherent 
characteristics  obtained  with  them. 

These  three  types  of  motors  are  the  shunt,  the  series  and  the 
compound,  and  while  each  possesses  many  desirable  character- 
istics, there  are  points  found  in  one  t>'pe  which  are  entirely  lack- 
ing in  another  type,  which  points  would  be  desirable  in  all. 

The  shunt  motor  has  a  fairly  constant  speed,  which  may  be 
adjusted  as  desired.  It  is  not  particularly  susceptible  to  changes 
in  voltage  and  mjay  be  used  to  regenerate  power.  It,  however, 
does  not  possess  high  starting  torque  except  with  excessive  cur- 
rents and  is  not  adaptable  where  rapid  acceleration  is  desired. 
The  series  motor  while  possessing  the  abihty  to  develop  a  high 
torque  without  excessive  currents  and  ability  to  accelerate  rap- 
idly has  but  one  efficient  operating  speed  and  is  unsuited  to 
applications  where  it  is  desirable  to  regenerate  power.  The 
speed  of  the  series  motor  is  variable  depending  on  the  super- 
imposed load  and  applied  voltage,  this  characteristic  in  many 
cases  being  undesirable. 

The  compound  motor  while  possessing  all  of  the  desirable  fea- 
tures of  the  shunt  and  series  motor  in  a  greater  or  less  degree 
is,  nevertheless,  a  compromise  and  the  advantageous  character- 
istic of  the  shunt  and  series  motor  are  obtained  only  partially 
by  the  use  of  this  type  of  motor. 

The  system  of  control,  invented  by  Leigh  J.  Stephenson  of 
1315  Monadnock  Block,  Chicago,  Illinois,,  and  described  in  this 
paper,  gives  to  the  motor  the  full  advantages  of  the  type  now 
generally  used  for  any  particular  service  while  still  mantain- 
ing  the  advantageous  characteristic  not  possessed  by  that  type. 


146  THE     ARMOUR     ExNGlNEER  [Alarch,  1921 

The  system  of  control  described  in  this  paper  provides  means 
of  giving  the  motor  a  high  torque  at  starting  and  rapid  accele- 
ration, with  the  characteristics  of  the  series,  shunt  or  compound 
motor,  as  desired  on  running.  At  the  same  time  it  provides 
for  regeneration  of  power  when  it  is  desired  to  slow  down  the 
motor,  thus  providing  a  source  of  power  having  all  the  desir- 
able characteristics  now  obtained  in  present  motor  application, 
and  the  additional  desirable  characteristics  which  heretofore  have 
been  impossible  to  obtain.  In  addition  to  giving  the  motor  the 
above  desirable  characteristics,  the  system  is  so  designed  that  it 
provides  means  whereby  the  characteristics  may  be  changed 
while  the  motor  is  operating,  at  the  will  of  the  operator,  thus 
providing  a  source  of  power  having  characteristics  adapting  it 
to  the  peculiar  requirements  of  any  mechanism.  It  also  pro- 
vides a  system  of  control  by  which  a  single  type  of  motor  may 
tie  giyen  the  characteristics  of  a  shunt,  series  or  compound  motor 
as  desired,  thereby  minimizing  the  variations  in  design. 

There  have  been  many  attempts  by  many  inventors  to  devise 
systems  of  control  possessing  the  characteristics  of  the  system 
described  in  this  paper.  These  attempts  have  been  divided  into 
two  classes — the  first,  that  of  using  a  motor  with  a  separately 
excited  field  has  met  with  success  but  has  led  to  such  complica- 
tions as  to  make  its  use  unsuited  for  general  application.  The 
second  method,  that  of  using  a  counter  electro-motive  force 
has  been  previously  unsuccessful  due  to  unstable  conditions  ob- 
tained within  the  ojierating  range  of  the  motor.  The  method  of 
control  described  in  this  paper,  while  belonging  in  this  latter 
class,  does  not  possess  the  undesirable  feature  of  instabihty,  and 
it  will  be  clearly  shown  later  in  this  paper  that  this  method  pos- 
sesses a  degree  of  stability  as  great  as  now  obtained  with  the 
standard  shunt  motor. 

The  accompanying  sketch  marked  Fig.  i  illustrates  the  gen- 
eral connections  necessary  for  this  method  of  control.  The 
motor  used  is  of  the  shunt  type  and  the  shunt  field  winding  is 
cfinnected  in  series  with  the  armature  which  for  purposes  of 
convenience,  w^ill  be  termed  a  regulating  dynamo.  This  motor 
field  winding  and  regulating  dynamo  armature  in  series  form 
the  field  winding  circuit  which  is  connected  directly  across  the 
line.  The  armature  of  the  regulating  dynamo  is  connected  me- 
chanically to  the  motor  armature  so  that  the  speed  of  the  regu- 


Vol.  XII,  No.  3]      ROSENTHAL:  MOTOR  CONTROL      147 


-Z^iTLe-  W-Lre'S 


■l:^ 


^yKd^A 


z< 


-:J^OLoF^rr7-LCztZZJ^c 


\-Mato7-'^lelcl  TRnjduig. 


Corurh^  y7%$t:^^'2fe^      >  M 


-^fe^-/ 


lating  dynamo  is  dependent  upon  the  speed  of  the  motor.  The 
regulating  dynamo  is  provided  with  a  field  winding,  which  is 
so  connected  that  the  electro-motive  force  of  the  regulating 
dynamo  opposes  the  line  voltage  impressed  upon  the  field  wind- 
ing circuit  of  the  motor.  This  field  winding  of  the  regulating 
dynamo  is  connected  in  series  with  a  control  rheostat,  which 
circuit  is  connected  directly  across  the  field  of  the  motor,  so 
that  the  current  in  the   regulating:  dvnamo  field  circuit   will  al- 


148  THJC     AF^MOUR     ENGINEER  [March,  1921 

ways  be  proportional  to  the  current  in  the  motor  field  winding. 
The  ratio  of  these  currents  may  be.  varied  by  adjusting  the  con- 
trol rheostat  connected  in  series  with  the  regulating  dynamo  field. 

The  performance  of  a  motor  thus  equipped  may  be  divided 
generally  under  three  divisions: 

Performance  under  acceleration. 

Performance  under   changes   of  load   with  constant   voltage. 

Perfomiance  with  constant  torque  and  changes  in  applied 
voltage. 

A  motor  equipped  as  described,  on  starting  from  rest  and 
accelerating  to  the  running  speed  of  the  motor  will  perform  as  a 
series  motor,  the  current  in  the  field  being  proportional  to  the 
current  in  the  armature  during  the  acceleration  period,  thus  ob- 
taining the  desirable  characteristics  of  the  series  motor,  namely, 
the  relatively  small  armature  current  to  obtain  a  required  torque, 
and  a  minimum  period  of  acceleration. 

When  subject  to  load  changes,  with  a  constant  applied  voltage, 
the  perfomiance  of  a  motor  equipped  with  this  control  will  depend 
upon  the  speed  ratio  between  the  motor  and  the  dynamo,  upon 
the  inherent  tendency  of  the  motor  to  change  speed  with  change 
in  load,  and  to  a  slight  extent  upon  the  relative  saturation  of  the 
motor  and  dynamo  fields. 

By  proper  choice  of  speed  ratio  the  motor  can  be  given  its 
natural  inherent  characteristics.  If  for  any  reason  it  were  de- 
sired to  have  the  speed  of  the  motor  vary',  when  subjected  to 
load  changes,  to  a  greater  extent  than  it  would  naturally  vary, 
this  could  be  accomplished  by  decreasing  the  speed  of  the  dynamo 
relative  to  the  speed  of  the  motor.  With  a  few  series  turns  on 
the  motor  field  it  is  possible  to  approximate  series  speed  charac- 
teristics while  running. 

Broadly,  therefore,  a  shunt  motor  with  this  control  could  be 
given  startling  characteristics  closely  approximating  that  of  a 
series  motor,  and  by  the  methods  outlined  above  the  speed  char- 
acteristics while  running  could  be  modified  to  approximate  either 
the  shunt,  the  series,  or  intermediate  points. 

Figure  3  shows  a  .set  of  characteristic  curves  which  were  plot- 
ted from  a  test  of  an  outfit  equipped  with  the  control  described 
in  this  paper.  These  tests  were  conducted  with  constant  applied 
voltage.  The  lines  marked  A,  B,  C,  D.  and  E  represent  various 
speed  ratios  between  the  motor  and  the  regulating  dynamo. 


Vol.  XII,  No.  3J 


ROSENTHAL:  MOTOR  CONTROL 


149 


^^/J     ^^     S6^^    d^     /^6'^  /£Z^^   /^(P6>  /6iP^  /mP   ^^^ 


J^^dioy'^^p^e-d^ 


^J^.2 


When  operating  under  constant  torque  and  with  changes  in 
appHed  voltage,  the  performance,  if  the  motor  were  operating  at 
a  constant  low  point  in  its  speed  range,  would  approximate  the 
performance  of  a  series  motor,  its  speed  increasing  with  an  in- 
crease in  voltage  and  decreasing  with  a  decrease  in  voltage.  An 
adjustable  speed  shunt  motor  under  the  same  conditions  would 
have  the  same  characteristics  inasmuch  as  its  field  would  be  so 
saturated  as  to  not  readily  respond  to  voltage  changes. 


150  THE     ARMOUR     ENGINEER  [March,  1921 

When  operating  on  a  high  point  in  its  speed  range  the  perform- 
ance under  changes  in  apphed  vokage  would  depend  upon  the 
original  design  of  the  individual  equipment.  With  the  magnetic 
saturation  of  the  dynamo  field  relatively  low  as  compared  to  the 
magnetic  saturation  of  the  motor  field,  the  changes  in  speed  with 
changes  in  voltage  would  be  similar  to  that  obtained  when  the 
motor  is  operating  at  a  low  point  on  its  speed  range  and  where 
there  is  always  a  relatively  low  saturation  of  the  dynamo  field  as 
compared  with  the  motor  field.  If  the  saturation  of  the  dynamo 
field  at  high  speeds  is  relatively  high  as  compared  with  the 
saturation  of  the  motor  field,  the  condition  just  opposite  of  that 
described  will  result,  namely,  the  speed  of  the  motor  will  de- 
crease with  an  increase  in  voltage  and  will  increase  with  a  de- 
crease in  \oltage.  At  some  intermediate  point  the  motor  speed 
will  remain  constant  with  changes  in  applied  voltage.  This  inter- 
mediate point  is  not  necessarily  the  point  where  the  saturations  of 
the  two  fields  are  equal. 

The  design  of  the  control  permits  of  material  variation  in  the 
relative  saturation  of  the  motor  and  dynamo  field  at  the  higher 
speeds,  and  therefore  considerable  latitude  in  the  characteristics  of 
the  motor  under  changes  in  voltage  as  described  above  without 
materially  afifecting  the  performance  of  the  motor  under  changes 
in  load. 

With  this  system  of  control,  on  starting,  resistance  is  placed 
in  series  with  the  motor  armature,  thus  limiting  the  initial  inrush 
of  current  in  the  same  manner  as  in  the  methods  of  control  now 
commonly  in  u.se.  As  the  apparatus  is  at  rest,  the  regulating 
dynamo  will  not  generate  any  counter-electromotive  force,  so  that 
that  field  of  the  motor  will  take  maximum  current  and  conse- 
quently the  motor  will  develop  maximum  torque.  As  the  motor 
accelerates,  the  regulating  dynamo  will  generate  an  increasing 
counter-electromotive  force,  the  value  of  which  will  depend  upon 
the  speed  ratio  between  the  motor  and  the  dynamo,  and  also  upon 
the  amount  of  resistance  in  series  with  the  field  of  the  regulating 
dynamo.  This  will  weaken  the  field  of  the  motor  as  the  generated 
voltage  of  the  regulating  dynamo  increases.  As  the  motor  speed 
increases  the  motor  armature  current  decreases  and  the  ratio  be- 
tween the  motor  armature  current  and  the  field  current  remains 
approximately  constant  until  the  motor  reaches  the  stable  run- 
ning speed  corre.sponding  to  the  setting  of  the  adjustable  field 


Vol.  XII,  No.  3]    ROSENTHAL:  MOTOR  CONTROL        151 

resistance.  This  gives  the  motor  the  same  accelerating  charac- 
teristic as  that  of  a  series  motor  in  which  the  ratio  of  these  two 
currents  is  unity.  The  starting  resistance  in  series  with  the  motor 
armature  can  be  cut  out  at  a  rate  to  keep  the  starting  current 
within  the  desired  limit,  as  is  usual  with  the  methods  of  control 
now  commonly  in  use. 

The  rate  of  acceleration  of  the  motor  can  be  controlled  by  the 
rate  at  which  the  dynamo  field  resistance  is  cut  out.  The  high- 
est possible  rate  of  acceleration  is  attained  when  the  field  resist- 
ance is  all  cut  out  in  one  step.  The  motor  armature  in  this  case 
is  limited  to  a  definite  value  fixed  in  the  design  of  the  control  sys- 
tem, and  can  be  held  within  the  overload  capacity  of  the  motor. 

For  each  setting  of  the  adjustable  field  resistance  there  is  a  def- 
inite stable  running  speed  for  the  motor  for  any  particular  load. 
With  the  dynamo  field  circuit  open,  the  generated  voltage  of  the 
dynamo  is  practically  zero  and  the  motor  will  run  at  its  lowest 
normal  running  speed  for  full  field.  W  ith  all  of  the  field  resis- 
tance cut  out  of  the  dynamo  field  circuit  the  dynamo-generated 
voltage  will  be  a  maximum  and  the  motor  will  run  at  its  highest 
normal  running  speed  for  a  weak  field.  Any  intermediate  speeds 
are  obtained  by  adjusting  this  resistance. 

Whenever  it  is  desired  to  decrease  the  speed  of  the  motor  it  is 
necessary  to  merely  cut  resistance  into  the  field  circuit,  thereby 
decreasing  its  potential  apphed  to  the  field  winding  of  the  motor. 
This  correspondingly  increases  the  generated  voltage  of  the  motor, 
causing  it  to  rise  above  the  line  voltage,  and  in  this  manner  to  re- 
turn power  to  the  line. 

The  rate  at  which  the  motor  is  retarded  can  be  controlled  as 
desired  by  the  rate  at  which  the  resistance  is  inserted  in  the  field 
winding  circuit  of  the  regulating  dynamo.  If  the  motor  is  con- 
nected to  any  apparatus  which  at  times  tends  to  run  above  the 
speed  desired,  as  a  crane  lowering  a  load,  or  a  train  descending 
a  grade,  the  speed  may  be  held  at  any  desired  point  within  the 
limits  of  the  motor  by  merely  adjusting  the  field  resistance.  This 
will  be  accomplished  with  a  return  of  power  to  the  line. 

As  mentioned  above,  for  each  setting  of  the  field  rheostat  there 
is,  at  any  given  load,  a  definite  stable  speed  for  the  motor.  This 
will  be  brought  out  more  clearly  by  a  study  of  the  cun-es  shown 
in  Fig.  2. 

In  this  figure  the  cur\'es,  A,  B  and  C  show  the  change  in  speed 
of  the  motor  with  a  change  in  voltage  applied  to  the  terminal  of 


152 


THE     ARMOUR     EXGIXEER  [March.  1921 


Vol.  XII,  No.  3]     ROSENTHAL:  MOTOR  CONTROL       153 

the  motor  field  winding.  Curve  B  shows  the  changes  in  speed  with 
zero  armature  current.  Curve  A  represents  the  speed  of  the 
motor  while  carrying  full  load  current  with  different  potentials 
apphed  to  its  field  terminals,  and  curve  C  indicates  the  speed  of 
the  motor  at  full-load  breaking  current.  These  curves  are  typical 
for  any  motor,  irrespective  of  its  control. 

Lines  d  to  k,  inclusive,  correspond  to  different  settings  of  the 
regulating  dynamo  field  rheostat  and  serve  to  indicate  two  things, 
namely,  the  voltages  generated  by  the  regulating  dynamo,  and 
the  voltages  applied  to  the  field  terminals  of  the  motor.  The  dis- 
tance between  the  line  Y-d  and  the  line  O-X  is  a  measure  of  the 
voltage  across  the  motor  field  terminals  when  the  field  circuit 
of  the  dynamo  field  is  opened.  Upon  this  condition  the  voltage 
applied  to  the  motor  field  is  practically  equal  to  full  line  voltage. 
The  distance  between  the  intersections  of  the  curves  A,  B  and  C 
and  the  line  Y-e  and  the  anxis  0-x  are  measures  of  the  voltages 
applied  to  the  motor  field  terminals,  and  the  distances  between 
the  intersections  and  the  line  Y-d  are  measures  of  the  voltages 
generated  by  the  regulating  dynamo  for  the  same  setting  of  the 
rheostat.  In  a  similar  manner  the  distances  between  the  inter- 
sections of  the  remaining  lines  e  to  k,  inclusive,  and  the  lines  A,  B 
and  C  and  the  lines  O-x  and  Y-d  are  measures  of  the  voltages 
applied  to  the  motor  field  terminals  and  the  voltages  generated  by 
the  regulating  dynamo.  The  lines  d  to  k.  inclusive,  correspond 
to  settings  of  the  rheostat  which  give  equal  increments  of  ampere 
turns  in  the  regulating  dynamo  field  winding. 

For  each  setting  of  the  field  rheostat  the  motor  speed  is  in- 
dicated by  the  intersection  of  the  dynamo  line  for  that  setting 
with  the  motor  line  for  the  particular  current  which  the  motor 
is  drawing. 

For  any  setting  of  the  field  rheo-^tat  with  changes  in  load  the 
motor  speed  will  follow  along  the  dynamo  hne  corresponding  lo 
this  setting.  The  new  speed  will  then  be  indicated  by  the  inter- 
section of  this  same  dynamo  line  with  the  motor  curve  corre- 
sponding to  the  new  current.  It  will  be  seen  from  this  that  the 
speed  change  with  change  of  load  is  influenced  by  the  spacing  of 
the  Hnes  A,  B  and  C,  and  the  curvature  of  the  dynamo  lines. 

The  more  nearly  the  dynamo  lines  are  parallel  to  the  motor 
lines  the  greater  will  be  the  change  in  speed  with  change  of  load. 
The  dvnamo  lines  cannot  be  straight  lines,  but  must  curve  and  be 


154  THE     ARMOUR     ENGINEER  [March,  1921 

asymptotic  to  tht-  line  O-X  on  account  of  the  parallel  connec- 
tion of  the  dynamo  and  motor  fields.  The  curvature  of  these 
lines  depends  on  the  speed  ratio  between  the  two  machines  and 
on  the  number  of  dynamo  armature  conductors. 

Increasing  the  dynamo  speed  relative  to  the  motor  speed,  or,  in 
other  words,  increasing  the  speed  ratio  gives  these  dynamo  lines 
a  greater  curvature  tending  toward  a  sharp  bend,  thus  giving 
the  motor  a  speed  current  characteristic  approaching  that  of  the 
shunt  motor.  Decreasing  the  speed  ratio  has  the  opposite  efifect 
and  gives  the  motor  a  characteristic  approaching  that  of  the 
series  motor. 

The  spacing  of  the  lines  A,  B  and  C  depends  on  the  inherent 
tendency  of  the  motor  to  change  its  speed  with  changes  of  load 
independent  of  the  type  of  control.  This  is  determined  by  the 
motor  armature  resistance  and  the  changes  of  magnetizing  force 
with  changes  of  load.  This  latter  is  influenced  by  armature  re- 
action and  may  be  further  affected  by  the  addition  of  series  field 
turns. 

It  will  be  noted  that  the  speed  load  characteristics  of  the  motor 
can  readily  be  made  as  desired  by  the  proper  relation  of  the 
above  factors. 

It  will  be  seen  that  the  dynamo  lines,  on  account  of  their  cur\a- 
ture,  intersect  any  one  motor  line  but  once,  indicating  but  one 
speed  for  a  gi\en  load  and  a  given  netting  of  the  rheostat.  This 
means  that  the  motor  is  stable  under  all  conditions.  This  is  a  dis- 
tinctive feature  of  this  system  of  control  and  one  not  to  be  found 
in  previous  systems  of  control  using  a  counter-electro-motive 
force  in  the  field  circuit. 

As  mentioned  above,  the  spacing  of  the  motor  lines.  A,  B  and 
C  is  influenced  by  the  addition  of  a  few  turns  to  the  motor  field 
winding.  Another  effect  of  these  turns  is  to  damp  out  current 
fluctuations  during  regeneration  and  to  cause  an  equal  distribution 
of  load  between  motors  operating  in  parallel  on  the  same  mechan- 
ism. 

Compared  to  standard  series  motor  control  this  system  will 
eliminate  a  large  part  of  the  rheostatic  losses  during  acceleration 
because  resistance  is  used  only  to  bring  the  motor  up  to  its  lowest 
running  speed.  When  speed  adjustment  is  required  this  system 
is  particularly  efficient  because  for  all  speeds  above  the  lowest 
running  speed  no  armature  resistance  is  required. 


Vol.  XII,  No.  3]    ROSENTHAL:  MOTOR  CONTROL        155 

In  comparison  with  shunt  motor  control  the  field  rheostat 
losses  are  largely  eliminated  because  the  regulating  dynamo 
always  functions  as  a  motor,  helping  to  carry  the  load. 

Irrespective  of  the  type  of  control  that  this  system  replaces, 
and  aside  from  the  saving  due  to  regenerative  braking,  this  system 
will  show  a  higher  efficiency  than  any  of  the  present  systems, 
for  the  reasons  stated  above. 

Inasmuch  as  the  many  advantages  of  this  system  of  control  are 
obtained  without  the  addition  of  complicated  apparatus  and  as 
the  general  construction  is  similar  to  that  of  systems  not  having 
many  of  these  features,  its  reliability  will  be  equal  to  that  of 
any  present  system. 

As  this  system  of  control  gives  rapid  acceleration  and  regenera- 
tive breaking,  it  is  especially  adaptable  to  any  machine  requiring 
frequent  starting  and  stopping.  This,  in  conjunction  with  the  fact 
that  load  characteristics  similar  to  those  of  a  shunt,  compound 
or  series  motor  can  be  obtained,  as  desired,  and  with  the  fact 
that  the  speed  can  be  adjusted  to  any  desired  value,  makes  this 
system  of  control  especially  suited  as  motive  power  for  city  and 
interurban  railways,  heav}^  traction,  hoists  and  elevators,  cranes, 
steel  mill  main  rolls,  planers,  positive  starting,  printing  presses, 
and  many  other  applications.  Its  application  to  traction  is  more 
fully  described  herein. 

For  traction  work  the  apparatus  and  wiring  connections  are  the 
same  as  have  been  described.  The  motors  may  be  operated  either 
permanently  in  series  or  permanently  in  parallel,  or  where  wide 
speed  ranges  are  required  series-parallel  grouping  may  be  used. 
The  system  is  applicable  either  both  for  hand  type  drum  con- 
trollers or  for  remote  control,  either  for  single  or  multiple  units. 

The  characteristics  of  this  system  of  control  make  it  especially 
applicable  to  traction  work,  as  it  combines  high  starting  torque, 
rapid  acceleration,  regenerative  braking,  adjustable  running 
speeds,  and  choice  of  load  characteristics. 

Having  a  choice  of  load  characteristics,  it  is  possible  to  have 
the  many  advantages  of  a  constant-speed  motor  while  retaining 
starting  torque  and  rapid  acceleration. 

On  starting,  resistance  must  be  placed  in  series  with  the  motor 
armature.  This  resistance  can  be  cut  out  when  the  minimum 
speed  of  the  motor  is  reached.  Where  series-parallel  groupings 
are  used  no  resistance  is  necessary  at  the  transition  point,  as  the 


156  THE     ARMOUR     ENGINEER  [March,  1921 

motors  can  be  brought  to  proper  voltage  by  field  control  to  obtain 
smooth  transition. 

For  the  maximum  rate  of  acceleration  above  the  minimum 
running  speed  the  field  resistance  can  be  cut  out  in  one  step  and 
the  current  can  be  limited  to  a  safe  maximum  by  the  design  of 
the  system.  The  field  strength  depending  on  the  speed  of  the 
dynamo,  it  cannot  be  weakened  beyond  a  predetermined  value  of 
each  speed.  For  rates  of  acceleration  less  than  the  maximum  the 
field  resistance  can  be  cut  out  step  by  step.  As  these  steps  will 
be  very  small,  acceleration  will  be  smooth  and  even. 

It  has  already  been  explained  that  by  cutting  resistance  into  the 
dynamo  field  circuit  regeneration  is  accomplished.  By  this  means 
it  is  possible  not  only  to  hold  a  car  or  train  on  a  down  grade  at 
any  desired  speed  within  the  capacity  of  the  motors,  but  also  to 
gradually  decrease  the  sped  to  the  minimum  running  speed  of 
the  motors.  The  rate  of  braking  depends  upon  the  rapidity  at 
which  the  resistance  sections  are  cut  in.  The  operator  therefore 
has  the  rate  of  braking  entirely  under  the  control  and  will  be 
guided  in  braking  in  the  manner  as  is  now  customary  with  air 
brakes. 

Operation  of  the  system  is  extremely  simple,  as  a  single  lever 
can  control  the  starting,  acceleration,  speed  setting  and  braking. 

The  motors  while  running  will  maintain  their  generated  voltage 
even  during  an  interruption  of  the  supply  voltage.  This  elimi- 
nates the  possibility  of  fLashovers  at  section  breaks.  This  also 
provides  a  means  of  emergency  braking  on  long  down  grades  be- 
cause the  traction  motors  will  thus  furnish  power  for  the  air 
compressor  motor  independent  of  the  main  source  of  power 
supply. 

The  efficiency  of  this  system  of  control  is  ver}'  high  because 
of  the  large  reduction  in  rheostatic  losses,  the  fact  that  all  points 
on  the  controller  are  running  points,  and  because  a  large  part  of 
the  energ}-  required  to  accelerate  a  car  or  train  is  returned  to  the 
line  through  regeneratixe  braking.  The  percentage  of  energy 
saved  though  regeneration  will  depend  on  the  operating  character- 
istics of  the  railway  system  on  which  it  is  used.  It  will  be  greater 
in  hilly  and  mountainous  regions  than  in  level  countrv.  The 
amount  will  depend  on  the  grades,  the  number  of  stops  to  a  mile, 
the  schedule  speed,  etc.  Considering  each  car  as  a  moving  sub- 
station, at  times  putting  power  into  the  hne,  the  voltage  of  the 


Vol.  XII,  No.  3J    ROSENTHAL:  MOTOR  CONTROL        157 

line  will  be  stabilized  and  the  copper  losses  in  trolley  wire  and 
feeder  cables  reduced  because  there  will  be  less  energy  transmit- 
ted from  the  generating  or  substation  for  the  same  service. 

It  may  be  seen  from  the  foregoing  that  the  system  of  control 
described  herein  is  applicable  to  any  direct  current  installation, 
and  is  especially  advantageous  where  high  starting  torque  and 
rapid  acceleration  are  necessary,  and  where  regenerative  break- 
ing, adjustable  speed  or  constant  speed  would  be  desirable. 


STEAM  TURBINE  LOCOMOTIVE 

According  to  the  "Railway  Gazette"  of  London,  a  turbine- 
driven  locomotive  is  now  being  tried  on  the  Swiss  Federal  Rail- 
ways. It  is  converted  from  a  standard  4-6-0  type  as  used  on  the 
Federal  Railway.  The  turbine  is  reversible  and  is  placed  in  front 
of  the  smokebox,  power  being  transmitted  by  30  to  i  gearing  to  a 
horizontal  crank  shaft  placed  above  the  leading  truck,  the  rods 
of  the  six  coupled  wheels  being  extended  forward  and  connected 
with  the  crankpin  at  each  end  of  the  crankshaft. 

The  engine  is  designed  for  a  turbine  speed  of  8000  r.  p.  m. 
giving  running  speed  of  49  miles  per  hour.  The  boiler  is  equipped 
with  a  superheater  and  a  condenser  is  fitted  below  it,  utiHzing 
water  from  the  tender  to  which  later  it  is  returned  for  cooling 
by  being  allowed  to  fall  in  narrow  streams  from  the  roof  ex- 
tending over  the  tender,  which  is  designed  for  the  purpose.  As 
there  is  no  blast  nozzle  an  air  draft  through  ventilators  is  used 
for  maintaining  the  required  action  on  the  fire  in  conjunction 
with  a  blower.  It  is  claimed  that  while  making  the  trial  trips 
the  engine  has  shown  a  fuel  economy  of  25  per  cent  under  that 
of  the  compound  locomotive  in  service,  while  it  runs  very 
smoothly  at  high  speeds,  this  being  accounted  for  by  the  re- 
duction of  the  reciprocating  parts. 

— "Mechanical  Engineering,"  March,   1921. 


COSTS  AND  THE  ENGINEER 


By  Guy  F.  Wetzel,  '15. 

Of  all  the  fields  of  activity  open  to  the  engineer,  that  of  in- 
dustrial administration  and  operation  ofifer  at  least  as  attractive 
work  and  opportunity  as  any.  However,  the  engineer  can  not 
use  his  purely  technical  training  and  knowledge  as  much  as  in 
the  pursuit  of  engineering  work,  and  must  augment  his  techni- 
cal knowledge  by  further  study  and  practical  experience.  This 
is  the  case  with  anr  line  of  work,  however,  if  he  wishes  to  suc- 
ceed. 

In  our  modem  industrial  organization  as  a  whole,  the  techni- 
cal engineer  very  often  comes  in  contact  with  problems,  more  or 
less  of  an  accounting  nature,  especially  in  estimating  cost,  figuring 
actual  cost,  making  reports  and  recommendations,  classifying 
property  accounts  and  so  on."  As  the  engineer  enters  the  field  of 
management,  costs  and  cost  reports,  operating  statements  and 
balance  sheets  immediately  become  important  to  him,  and  he  must 
at  least  have  a  working  acquaintance  with  them. 

The  subject  of  costs  is  a  very  broad  one.  covering  as  it  does, 
work  from  recording  the  payroll  to  the  submission  of  the  auditor's 
report.  The  word  "costs"  is  used  here  to  cover  two  general  pur- 
poses ;  to  determine  costs  for  pricing  purposes,  and  to  record  the 
results  of  operating  a  manufacturing  business,  in  other  words, 
both  detailed  cost  of  product,  and  general  cost  of  manufacture 
and  determination  of  manufacturing  profits. 

The  work  of  the  efiiciency  engineer,  the  production  engineer, 
or  the  industrial  engineer  is  ver}-  liable  to  include  such  prob- 
lems as  proper  distribution  of  factory  overhead  expense,  stand- 
ardization of  labor  costs  for  cost  estimates,  stores  control,  analysis 
of  operating  statements,  and  balance  sheets,  analyzing  or  re- 
valuing plant  accounts,  and  making  reports  on  factories  from  the 
financial  as  well  as  the  operating  view  point. 

Volumes  could  be  written  about  any  of  these  subjects  so  that 
this  discussion  must  be  brief  and  will  be  confined  to  costs  and 
overhead  expense  analysis. 

Manufacturing  Costs  are  made  up  of  three  parts,  each  of  which 
is  independent  of  the  other,  and  is  made  up  of  details  that  natur- 
ally come  into  their  proper  group.  Two  of  these  parts,  labor  and 
material,  might  be  said  to  be  definite  and  comparatively  easy  of 


Vol.  XII,  No.  3]       WETZEL:   COSTS   AND   THE   ENGINEER      159 

determination,  while  the  third,  variously  referred  to  as  overhead 
expense,  factory  overhead,  burden,  or  indirect  expense,  is  a 
variable  and  no  method  has  yet  been  devised  which  will  give  as 
determinate  results  as  can  be  obtained  with  the  labor  and  mate- 
rial items.  This  statement  applied  both  to  the  total  manufactur- 
ing burden  and  the  amount  charged  to  any  item  of  the  product  to 
absorb  the  burden.  The  total  burden  is  made  up  of  definite 
charges  such  as  indirect  labor,  power,  light,  heat,  maintenance 
and  expense  supplies,  and  variable  or  arbitrary  figures,  such  as 
depreciation,  building  charge,  reserve  for  taxes,  and  any  other 
items  which  are  determined  by  some  one's  decision  rather  than 
actual  payments  of  invoices  or  bills.  The  total  of  all  the  figures 
for  both  definite  and  assumed  items  is  determined,  however,  and 
the  result  used  as  a  definite  and  correct  figure  in  determining 
costs,  and  profits  or  losses.  This  accounts  for  tKe  fact  that 
sometimes  plants  which  have  made  money  show  net  losses,  and 
others  which  have  actually  lost  money  can  be  made  to  show 
profits. 

With  the  total  burden  for  the  plant  settled,  the  next  step  is 
to  make  provision  for  allocating  or  proportioning  it  to  the  products 
manufacturing  so  that  the  selling  price  will  include  the  cost  of 
lalbor,  cost  of  material,  cost  of  burden,  cost  of  selling,  and  profit. 
The  methods  for  allocating  the  burden  to  the  product  are  all 
arbitrary  in  at  least  some  particulars,  though  some  are  more  ac- 
curate than  others,  and  each  method  will  give  different  results 
as  far  as  cost  are  concerned.  This  means  that  two  factories 
producing  the  same  kind  of  goods,  operating  under  identical  con- 
ditions, with  equal  finances,  equally  capable  managements  and 
workmen,  and  using  the  same  percentage  of  profit,  will  figure  dif- 
ferent selling  prices  for  the  same  article  if  they  use  different 
methods  of  distributing  their  burden. 

As  previously  stated,  there  is  no  relation  between  material,  labor 
and  burden,  but  of  the  methods  used  for  taking  care  of  the  latter 
factor,  several  arbitrarily  assume  a  relationship  and  make  burden 
a  function  of  the  labor  charge,  the  material  charge,  or  their  sum. 

These  methods  are : 

(i)   Percentage  of  direct  labor  added  to  direct  labor  charge 

plus  material  charge. 
(2)    Percentage  of  material  charge  added  to  the  sum  of  mate- 
trial  and  labor  charges. 


160  THE     ARMOUR     ENGINEER  [March,  1921 

(3)  Percentage  of  material  plus  direct  labor  added  to  their 
sum. 

(4)  Percentage  of  material  to  cover  both  burden  and  direct 
labor,  added  to  material  cost. 

(5)  Charge  (in  dollars)  per  labor  hour,  determined  by  divid- 
ing total  department  burden  by  the  number  of  depart- 
ment direct  man  hours  or  total  factory  burden  by  fac- 
tor^' direct  man  hours. 

factory  or  department  overhead  by   factory  or  depart- 
ment production,  respectively. 

(7)  Machine  hour  rate. 

(8)  Process  hour  rate. 

1  here  may  be  other  methods  in  use.  variations  from,  or  combi- 
nations of  the  abo\  e,  but  those  mentioned  include  all  the  generally 
used  plans.' 

The  method  to  be  used  depends  entirely  on  the  nature  of  the 
product,  the  number  of  different  products  made  in  one  plant, 
and  the  refinement  of  method  considered  desirable  by  the  man- 
a,gement.  Another  consideration  is  the  ratio  of  burden  to  total 
factory  cost,  which  indicates  the  relatve  importance  of  accuracy 
in  the  burden  distribution. 

The  percentage  of  direct  labor  ( i )  is  one  of  the  more  common 
plans,  which  applies  to  a  great  many  plant.:>  where  simplicity  is 
an  important  factor,  and  where  the  burden  is  not  much  greater 
than  the  direct  labor.  If  the  burden  percentage  is  high  (over 
200%),  compared  with  direct  labor,  any  error  in  the  labor  figure 
is  largely  increased  in  figuring  the  burden.  When  some  of  the 
products  acquire  high  priced  labor  and  some  cheap  labor,  it  is 
obvious  that  the  former  will  carry  a  higher  burden  charge  even 
though  less  equipment  and  supervision  are  required. 

Percentage  of  material  charge  (2)  is  suitable  for  an  industry 
such  as  cement  making,  etc.,  where  labor  is  a  small  item,  and  only 
one  or  two  products  are  made. 

Percentage  of  material  plus  labor  (3),  is  not  as  accurate  as 
(i),  but  it  is  usually  used  in  the  harness  and  saddlery  industry. 
Using  material  as  well  as  labor  for  a  distributing  basis,  simply 
brings  one  more  unrelated  factor  into  the  burden  calculations. 

Percentage  of  material  (4),  to  cover  both  labor  and  burden 
gives  very  crude  results  if  applied  to  a  \ariety  of  products,  but 
would  apply  in  the  same  way  as   (2). 

Charge  per  labor  hour    (5)   is  a   more   rational  method  than 


Vol.  XII,  No.  31     WETZEL:   COSTS   AND   THE   ENGINEER        161 

any  of  those  previously  mentioned,  and  if  classified,  as  for  ex- 
ample, for  bench  and  Hght  machine  work,  medium  sized  machine 
work  and  heavy  or  specially  expensive  machine  work,  gives  re- 
sults comparable  with  the  best,  and  with  a  small  amount  of  work. 
This  plan  is  very  good  for  metal  working  plants,  and  also  fits 
well  into  a  number  of  other  industries. 

Charge  per  unit  of  production  (6)  is  only  adapted  where  one 
line  of  product  is  turned  out,  such  as  cement,  brick,  linoleum,  etc., 
and  a  charge  per  ton,  per  thousand,  per  yard,  etc.,  can  be  easily 
found  to  cover  burden,  or  burden  plus  labor. 

The  machine  hour  rate  method  (7)  and  the  process  hour  rate 
(8)  are  the  highest  developments  in  the  problem  of  distributing 
overhead  expense,  which  is  of  course,  the  most  difficult  part  of  cost 
finding  and  cost  accounting.  They  are  worked  out  in  much 
the  same  way  by  charging  all  expenses  for  light,  power,  rent, 
depreciation,  maintenance,  supplies,  etc.,  direct  to  a  machine  (7) 
or  to  a  group  of  machines  used  in  a  process  (8)  and  prorating 
factory  administration,  clerical  work,  miscellaneous  expense,  etc., 
to  them  on  the  basis  of  size,  value  or  other  factor.  To  get  this 
plan  worked  out  means  a  complete  surv'ey  of  the  factory,  prorat- 
ing the  power,  rent,  maintenance,  supplies,  etc.,  by  measurement 
or  estimate,  charging  depreciation  direct,  supplies  direct,  and  other 
factory  charges,  including  factorv'  service  and  administration, 
based  on  floor  space  occupied,  value,  man  hours,  or  a  composite 
factor  of  all  three.  The  result  is  a  money  charge  per  hour  against 
all  the  work  turned  out  in  an  hour  by  a  machine  or  process 
group.  To  illustrate,  if  a  planer  finishes  30  pieces  per  hour  and 
the  machine  rate  is  $.60  per  hour,  the  burden  cost  of  each  is 
$.02. 

In  many  cases  it  is  desirable  to  get  the  o\erhead  charges  in 
terms  of  production  rather  than  time.  This  can  easily  be  worked 
out  from  the  time  charges  by  dividing  by  production  per  period, 
which  gives  a  money  charge  per  unit  of  production  to  cover  the 
expense  of  manufacture.  This  applies  where  a  number  of  dif- 
ferent products  are  made  and  is  not  the  same  as  (6). 

The  question  of  whether  to  departmentalize  all  charges  is  an 
important  one,  and  must  be  decided,  giving  consideration  to  mat- 
ters of  product,  information  desired,  processes  involved,  and  so 
on,  before  a  cost  finding  method  can  be  worked  out.  If  the 
nature  of  the  product  is  such  that  it  goes  through  all  the  processes 


162  THE     ARMOUR     EXGIXF.F.R  [Nfarch.  1921 

in  the  plant,  with  relati\ely  the  same  manufacturing  effort 
experienced  by  each,  then  no  advantage  in  accuracy  of  costs  will 
be  gained  by  departmentalizing  the  charges.  This,  however,  is 
seldom  the  case,  which  makes  it  advisable  in  most  instances  to 
carry  all  overhead  or  burden  charges  against  departments.  In  one 
metal  working  factory  that  the  writer  recalls,  the  overhead,  based 
on  a  percentage  of  direct  labor,  varied  from  6o7,  to  125%  in  ten 
or  twelve  departments.  Thus  it  can  be  seen  that  nearly  every 
cost  (on  articles  having  a  different  routing  through  the  factory) 
would  be  different  if  a  plant  average  were  used  in  place  of  the 
departmentalized  charges. 

In  working  out  the  departmental  burden  charges,  the  different 
items  making  up  the  total  factor}-  burden  can  be  assembled  under 
five  heads,  namely:  (i)  building  charge.  (2)  investment  charge, 
(i)  administration  charge.  (4)  power  charge,  (5)  direct  charges 
to  departments. 

The  building  charge  ( i )  is  made  up  of  rent  or  equivalent 
charges,  heat,  light,  elevator  service,  janitor  and  watchman  serv- 
ice, water,  maintenance  of  buildings  and  grounds  and  building 
depreciation,  unless  they  are  included  in  the  rent,  and  other  items 
that  relate  to  the  building  and  can  be  divided  among  the  depart- 
ments on  the  basis  of  floor  space  used.  The  total  of  the  charges 
grouped  under  this  heading  is  then  charged  to  each  department 
in  the  same  ratio  that  the  department  floor  area  bears  to  the  total 
available  factory  area.  If  there  is  a  general  store  room  or  general 
factor)'  office,  their  area  should  be  omitted  from  the  total  and  the 
balance  used  in  pro-rating  the  charges. 

The  investment  charge  (2)  refers  to  factory-  equipment,  and  is 
made  up  of  depreciation  on  equipment,  taxes  on  equipment,  in- 
terest if  charged.  Maintenance  in  many  cases  can  be  charged  in 
here  on  the  assumption  that  in  general,  maintenance  cost  is  pro- 
portional to  the  value  of  the  equipment,  that  is.  a  large  machine, 
or  a  complicated  and  expensive  smaller  one,  will  require  a  greater 
amount  of  care  and  attention  and  repairs  to  keep  it  operating  effi- 
ciently, than  a  small  and  simple  inexpensive  one.  The  total  of 
these  charges  is  carried  to  the  various  departments  in  the  same 
ratio  that  its  equipment  in\estment  bears  to  the  sum  of  the  de- 
partment equipment  accounts.  Greater  accuracy  can  be  obtained 
in  the  depreciation  charge,  if  desired,  by  working  this  out  machine 
by  machine  for  each  department,  and  handling  as  a  direct  charge. 
Whether  the  additional  accuracv  is  worth  the  extra  work,  when 


Vol.  XII,  No.  3]     WETZEL:   COSTS   AND   THE    ENGINEER        163 

considered  in  relation  to  the  final  results,  is  a  question  which  must 
be  decided  in  indi\idual  cases,  depending  on  conditions  and  cir- 
cumstances. 

The  administration  charge  (3)  is  made  up  of  general  adminis- 
trative salaries  and  office  expenses,  factory  administrative  sal- 
aries, stationary,  telephone  and  telegraph,  factory  clerical  office 
help,  experimental  and  engineering  work,  welfare,  cost  of  employ- 
ment, and  any  other  charges  that  pertain  more  to  the  executive 
end  of  the  factory  operation  than  to  building  or  investment 
charges  as  above  described.  It  should  be  noted  here  that  the 
classifications  above  referred  to,  are  for  distributive  purposes  only, 
the  main  considerations  being  whether  the  various  details  that 
make  up  the  total  charges  can  be  most  equitably  distributed  on  the 
basis  of  floor  space,  value,  or  administrative  factor. 

Distributing  the  administration  charge  requires  an  arbitrary 
basis,  and  is  the  arbirtrary  i)art  of  cost  finding  referred  to  pre- 
viously. The  followin,g  method  has  been  applied  in  several  plants 
with  satisfactory  and  equitable  results. 

The  administrative  effort  and  expense  expended  in  operating 
the  departments  of  a  factory-  are  proportional  to  size  as  measured 
in  square  feet,  to  value  of  investment  in  equipment,  and  to  the 
number  of  emp>loyees.  We  have  a  total  expense  made  up  of  items 
which  are  perfectly  legitimate,  yet  are  general,  and  can  not  be 
said  to  be  distributable  to  the  departments  except  in  an  arbirtray 
way.  Yet  it  is  desirable  to  accomplish  this  as  equitably  as  pos- 
sible. Therefore,  since  the  amount  of  administrative  expense 
depends  upon  the  three  factors  mentioned,  it  should  be  pro-rated 
accordingly. 

The  easiest  way  to  distribute  the  buildmg  and  iavestment 
charges  is  to  calculate  a  percentage  of  each  for  each  department. 
We  will  then  reduce  the  number  of  direct-labor  man-hours  per 
department  to  a  percentage.  Then  the  percentage  of  the  admin- 
istrative charge  per  department  will  be 

h         i  b 

X  =  1/3  (—  +  -  +  -)  100 
H        I         B 

where  X  =  department  percentage  of  administrative  expense 
h  =  no.  of  department  man  hours  (direct  labor) 
H  =  no.  of  factory  man  hours 
i  =  department  investment  value 
I  =  factorv  investment  value 


164  THE     ARMOUR     ENGINEER  [March,  1921 

b  =  department  building  charge 
B  =  factor)'  building  charge. 

Having  previously  figured  each  of  the  three  percentages  (i.  e., 
building,  in\estment,  man-hours)  the  formula  could  be  expressed 
X%  =  i/3(h%  +  i%+b%) 

The  power  charge  per  department  (4),  is  found  either  by  meas- 
urement or  by  estimating  the  proportional  amount  of  power  used 
considering  the  rated  horse  power  of  motors,  and  probable  aver- 
age load,  for  electrical  power,  and  corresponding  measurements 
or  estimates  for  pneumatic,  hydraulic,  gas,  or  steam  power.  As 
the  power  requirements  vary  so  greatly  in  nearly  every  depart- 
ment of  a  factory,  it  is  advisable  to  make  a  careful  analysis  and 
survey  of  each  before  making  up  the  charges.  This  is  really  an 
engineering  problem  and  is  a  good  example  of  how  cost  and  en- 
gineering work  are  related. 

Direct  charges  (5).  include  all  charges  that  because  of  their 
size  or  nature  can  not  be  included  consistently  under  one  of  the 
other  headings.  An  example  is  machine  rental,  which  in  some 
industries  is  an  important  item.  Special  equipment  such  as  a 
high  pressure  boiler  or  superheater,  refrigerating  machine,  pump, 
etc.,  that  serve  but  one  or  two  departments  will  also  cause  direct 
charges  to  be  made  against  the  departments  served. 

We  now  have  the  total  make  up  of  the  monthly,  quarterly  or 
other  period  departmental  burden,  expressed  for  example  as 
Dept.  A,  $750.00,  Dept.  B.  $900.00,  Dept.  C,  $600.00,  etc.  These 
charges  can  be  distributed  to  production  in  accordance  with  the 
plans  previously  described,  with  the  exception  of  the  machine 
hour  rate  and  process  hour  rate  plans. 

The  machine  hour  rate  plan  of  distributing  factory  overhead 
expense  simply  requires  the  same  analysis  and  distribution  of  ex- 
pense as  previously  outlined  for  departments,  carried  down  to 
machines,  expressed  as  so  much  per  month,  and  then  dividing  by 
machine  hours  per  month  to  get  rate  per  hour.  Machine  in  the 
sense  used  here  means  bench,  or  floor  space,  or  special  fixture, 
at  which  men  work,  as  well  as  machines  as  ordinarily  understood. 
The  use  of  this  plan  requires  a  complete  system  for  keeping  the 
necessar>'  records  of  production,  man-hours,  operations  involved, 
etc.,  for  applying  the  machine  rate  to  factory  costs  when  it  is 
worked  out. 

The  process  hour  rate  is  worked  out  like  the  machine  hour  rate 
except  that  a  group  of  machines  required  in  one  process  is  used 
instead  of  individual  machines.     In  figuring  the  cost  of  produC' 


Vol.  XII,  No.  3]      WETZEL:   COSTS   AND   THE   ENGINEER      16.5 

tion  of  an  article,  the  number  of  process  hours  times  the  hour 
rate  gives  the  overhead  charge  for  that  process. 

In  this  paper  the  writer  has  attempted  to  bring  out  some  of 
most  important  points  to  be  considered  in  cost  finding  as  well  as 
present  some  ideas  on  distribution  of  overhead  expense,  and  its 
analysis,  that  may  be  helpful.  The  average  plant  manager  is  some- 
what afraid  of  the  details  of  cost  analysis  and  is  averse  to  permit- 
ting much  work  to  be  spent  along  these  lines.  On  the  other  hand, 
one  who  is  conscientiously  trying  to  find  accurate  costs,  wants  to 
get  all  the  details  as  accurately  as  possible,  and  is  liable  to  get  into 
unnecessary^  refinement.  The  methods  suggested  here  are  admit- 
tedly not  the  most  accurate,  but  considering  consistency,  results 
obtained,  and  work  required,  will  be  satisfactory  and  involve  a 
minimum  of  detail  and  effort.  In  other  words,  we  have  tried  to 
strike  the  happy  medium  between  common-sense  and  efficiency 
on  the  one  hand  and  unnecessary  refinement,  detail  and  red  tape 
on  the  other.  It  is  possible  to  finish  a  shaft  accurate  to  within  a 
few  hundred-thousandths  of  an  inch,  but  the  ordinary  tolerance 
is  measured  in  thousandths,  and  that  is  all  common-sense  manu- 
facturing allows  except  in  special  cases. 

The  big  problem  of  any  cost-finding  plan  is  to  get  the  first 
analysis  and  sur\ey  made  and  the  methods  worked  out,  after 
which  continued  operation  of  a  properly  developed  cost  system 
can  be  carried  on  by  the  average  factory  cost  man. 


CO-OPERATIVE  BUYING  SOCIETIES 

A  writer  in  the  October,  1920,  issue  of  the  "Monthly  Labor 
Review"  gives  an  outline  of  the  effects  of  the  war  on  the  co- 
operative efforts  in  European  countries.  In  many  of  these  coun- 
tries a  food  panic  began  directly  after  the  declaration  of  war 
and  the  prices  of  course  increased  rapidly.  Everyone  who  had 
ready  money  endeavored  to  buy  all  the  foodstuffs  he  could  ob- 
tain. The  co-operative  stores  sold  all  goods,  however,  at  the 
usual  prices  to  both  members  and  non-members  and  in  conse- 
quence their  stock  was  reduced  so  rapidly  that  they  began  the 
practice  of  selling  only  to  members.  This  in  turn  resulted  in 
an  enormous  increase  in  the  appHcation  for  membership  in  co- 
operative societies  of  this  kind.  It  at  once  became  necessary  to 
refuse  all  applications  for  new  membership  until  conditions  of 
wholesale  food  supply  became  more  normal.  The  writer  remarks 
that  these  co-operative  societies  were  very^  effective  in  stabilizing 
the  prices  of  food.     — "Industrial  Management,"  Jan.  i,  1921. 


THE  NEW  CHICAGO  TELEGRAPH  BUILDING 

OF 
THE  WESTERN  UNION  TELEGRAPH  COMPANY 


By   W.   W.   Drew,   '11 
and   R.   A.   Newlander,   '18 

It  is  a  rather  simple  thing — this  business  of  handhng  a  telegran]. 
You  step  up  to  the  counter,  write  your  message,  hand  it  to  the 
operator,  lie  makes  a  few  dots  and  dashes — the  recei\ing  operator 
copies  it.  the  messenger  delivers  it.  The  work  has  been  done. 
Such  is  the  popular  conception  of  the  transmission  of  a  telegram. 

A  description  of  the  new  Western  Union  seven  story  structure 
at  427  South  La  Salle  .Street  will  tell  the  real  story  of  how  tele- 
graph messages  are  handled.  This  building  is  a  modern  steel  and 
concrete  fireproof  structure,  three  hundred  feet  long  by  one  hun- 
dred and  fify  feet  wide,  and  is  the  largest  building  in  the  world 
which  is  devoted  exclusively  to  telegraph  purposes.  It  is  never 
clo.sed,  functioning  the  entire  twenty-four  hours  every  day 
throughout  the  year. 

Nine  million  messages  a  month  are  handled  in  this  office.  The 
operating  room  covers  three  floors  and  by  means  of  selective  belt 
conveyors,  messages  receixed  on  circuits  are  routed  to  the  proper 
wires  of  destination  on  an  a\  erage  elapsed  time  from  wire  to  wire 
of  about  two  minutes.  To  handle  this  large  volume  of  traffic  an 
oj:erating  force  of  three  thousand  persons  is  required.  In  addi- 
tion to  the  operators,  the  new  building  houses  one  thousand  other 
people  who  are  employed  in  bookkeeping,  auditing,  plant  and  com- 
mercial duties. 

In  large  cities,  messages  are  handled  by  four  methods.  Mes- 
sages originating  at  branch  offices  or  destined  to  jtatrons  in  branch 
office  areas,  are  generallv  handled  by  Pneumatic  Tubes,  Tele- 
phone, or  the  well  known  Morse  system.  Occasionally,  where 
branch  offices  have  a  considerable  file  of  traffic  to  handle  and  are 
located  too  far  from  the  main  office  to  make  Tube  installation 
economical.  Automatic  printing  telegraph  ai)paratus  is  used. 

Between  large  cities  the  Automatic  printing  telegraph  system 
has,  to  a  marked  degree,  supplanted  the  Morse.  The  Multiplex 
system  which  is  largely  used,  provides  for  as  high  as  four  duplex 
channels  on  one  wire,  each  one  of  which  is  operated  by  a  sending 
and  receiving  o])erator  at  each  end  of  the  circuit,  thus  allowing 


Vol.  XII,  No.  3  J 


EIREW:   TELEGRAPH  BUILDING 


167 


four  simultaneous  transmissions  in  each  direction.  These  chan- 
nels operate  at  speeds  ranging  from  thirty-five  to  sixty  words  per 
minute,  making  possible  the  transmission  of  five  hundred  mes- 
sages per  circuit  hour. 

All  of  the  methods  of  transmission  with  the  exception  of  that 
by  Pneumatic  Tubes,  require  well  trained  operators.  The  new 
building  contains  a  large  number  of  well  equipped  school  rooms 
where  Morse,  Automatic,  and  Telephone  telegraphy  is  taught. 
It  takes  approximately  twelve  months  of  training  to  teach  stu- 
dents enough  of  the  Morse  so  as  to  enable  them  to  work  on  very 


Close-up  View  of  a  City  Line  Concentration  Unit. 

slow  wires;  the  Automatic  training  period  requires  three  months; 
the  Telephone  course  can  be  finished  in  about  six  weeks. 

All  city  traffic,  whether  it  is  handled  by  Morse,  Tube,  Tele- 
phone, or  x^utomatic  methods,  comes  in  on  the  fifth  floor  of  the 
building.  Here  are  located  the  terminals  of  the  large  underground 
Pneumatic  Tube  system  which  reach  to  all  points  in  the  loop  and 
a  few  outlying  branch  offices.  City  wires  which  are  operated  by 
the  Alorse  method  are  all  terminated  in  concentration  units  so 
designed   that   four   operators   have   direct  access   to   each   unit. 


168 


THE     ARMOUR     ENGINEER 


[March,  1921 


These  units  ha\e  terminated  in  them  any  number  of  citv  wires  up 
to  sixteen.  The  wires  terminate  in  jacks  and  lamps,  and  the 
operators'  Morse  sets  are  wired  to-cords  and  plugs. 

The  Telephone  Department  covers  about  one-third  of  the  fifth 
floor  and  has  its  ceiling  treated  with  felt  to  cut  down  the  amount 
of  noise.  Noiseless  typewriters  are  used  in  this  department  so 
as  not  to  interfere  with  the  telephone  transmission  and  reception 
of  messages.  In  this  room  messages  are  received  from  and  de- 
livered direct  to  patrons.    The  recording  board  when  finished  will 


A  Busy  Moment  on  the  Main  Line  Switchboard. 

consist  of  forty  positions"  for  the  reception  of  telegrams  by  tele- 
phone. There  are  also  forty  positions  arranged  for  the  delivery 
of  telegrams  and  sixty-six  for  the  handling  of  messages  between 
branch  offices  and  the  main  ofiice. 

Messages  received  on  this  floor  are  sent  to  the  sixth  and  sev- 
enth main  operating  floors  by  means  of  belt  conveyors.  All  re- 
ceiving positions  whether  for  Morse,  Automatic,  Telephone  or 
Tube  operation,  are  served  by  rapid  belt  conveyors  which  carry 
the  messages  from  these  positions  to  central  distributing  centers 
where  they  are  routed  to  their  proper  wires  of  destination  by  a 
system  of  selective  distributing  belts. 


Vol.  XII,  No.  3]        DREW:   TELEGRAPH  BUILDING  169 

All  telegraph  wires  entering  Chicago  come  through  an  under- 
ground cable  system  and  terminate  on  a  main  distributing  frame 
on  the  third  floor.  Here  are  also  located  twenty-seven  sections 
of  switchboard,  repeater  tables,  and  tables  on  which  are  located 
quadruplex  and  duplex  terminal  apparatus.  The  switchboards 
are  of  the  latest  pin-jack  type  and  are  equipped  so  that  wire  faults 
and  failures  can  be  quickly  and  accurately  located. 

On  the  third  floor  is  also  located  the  Dispatcher  who  keeps  in 
touch  by  wire  with  traffic  conditions  all  over  the  country  and 
directs  the  setting  up  of  additional  or  emergency  circuits  between 
cities  for  the  handling  of  sudden  files  of  traffic  or  for  the  divert- 
ing of  traffic  to  other  routes  when  regular  routes  have  failed. 

The  Commercial  News  Department  occupies  part  of  the  third 
floor  for  the  handling  of  market  quotations,  baseball  scores  dur- 
ing the  season,  and  news  of  other  sporting  events. 

Power  for  the  building  comes  in  from  the  Edison  Company 
at  a  potential  of  two  hundred  and  tu-enty  volts  over  six-one  mil-- 
lion  five  hundred  thousand  C.  M.  cables.  This  power  is  distrib- 
uted for  various  uses  through  twenty  sections  of  Tennessee  pink 
marble  switchboard.  From  these  sections  of  switchboard,  power 
feeders  run  to  zone  power  panels  located  throughout  the  building. 

The  emergency  power  consists  of  two  sets  of  twin  unit  seventy- 
five  K.  \\\  three  wire  Crocker-Wheeler  generators,  each  directly 
connected  to  two  semi-Diesel  internal  combustion  oil  engines  of 
one  hundred  and  twenty  horsepower  each.  These  engines  are 
supplied  with  fuel  oil  from  a  ten  thousand  gallon  storage  tank 
located  underneath  the  basement  floor.  Oil  is  drawn  from  this 
tank  by  an  automatic  pump  and  measuring  device  and  delivered 
to  smaller  service  tanks.  The  starting  de\ice  for  these  engines 
consi-sts  of  a  supply  of  air  pressure  pumped  up  by  electric  pumps 
into  storage  tanks  and  maintained  at  one  hundred  and  eighty 
pounds  pressure.  These  engines  can  be  started  and  put  under 
full  load  within  a  period  of  seven  minutes,  thus  insuring  a  mini- 
mum interruption  to  the  telegraph  senice. 

The  lighting  system  is  protected  from  failure  by  use  of  a  stor- 
age battery  and  automatic  emergency  switch.  In  case  of  failure 
of  the  main  source  of  power  for  the  lights,  this  switch  automat- 
ically operates  and  throws  the  lighting  load  on  the  storage  battery 
until  the  emergency  engines  can  be  started. 


170 


THE     ARMOUR     ENGINEER 


[March,  1921 


The  power  for  the  operation  of  the  telegraph  circuits  is  sup- 
plied by  means  of  twelve  motor  generator  sets.  These  machines 
furnish  one  hundred  and  sixty,  two  hundred  and  forty  and  three 
hundred  and  twenty  volts.  Their  control  apparatus  covers  five 
sections  of  marble  switchboard.  All  of  these  machines  are  dupli- 
cated so  as  to  protect  the  service  from  interruption. 

The  power  for  the  pneumatic  tube  system  primarily  consists 
of  fi\e  seventeen  bv  fourteen  Laidlow-Dunn-Gordon  air  compres- 
sors, each  dri\en  by  thirty-fi\e  horsepower  motors  delivering  air 


View  of  Repeater  Department. 

at  from  five  to  eight  pounds  pressure  and  maintaining  a  vacuum 
of  from  ten  to  sixteen  inches. 

The  boiler  room  contauis  two  water  tube  horizontally  bafifled 
boilers  of  the  Heine  type,  each  rated  at  three  hundred  boiler 
horsepower.  These  units  are  used  for  heating  the  building.  The 
grates  are  the  LeClade-Christie  chain  type.  There  is  in  addition 
to  these  two  boilers  one  Kewanee  firebox  boiler  for  heating  water 
for  building  and  restaurant  purposes  during  the  summer  months 
when  the  large  boilers  are  shut  down.  There  are  two  boiler  feed 
pumps  of  the  single  acting  type  of  sufl:'icient  size  to  handle  the 
maximum  boiler  capacity. 


Vol.  XII,  No.  3]        DREW:   TELEGRAPH  BUILDING  171 

The  heating  plan  used  is  known  as  the  direct-indirect  system 
and  is  regulated  by  Johnson  thermostatic  controls.  Radiators  are 
placed  in  the  usual  way,  that  is,  under  the  windows,  and  are 
supplied  with  steam  from  the  low  pressure  control  valves  con- 
nected to  a  vacuum  system  fitted  with  Johns-Manville  vacuum 
traps.  The  indirect  system  which  is  placed  in  two  pent  houses 
on  the  roof  draws  the  air  through  two  large  fans  of  the  squirrel 
cage  type,  one  sixty  inch  in  diameter  having  a  capacity  of  thirty- 
one  thousand  seven  hundred  and  eighty  cubic  feet  per  minute, 
and  one  sixty-six  inch  diameter  of  the  same  type  and  a  capacity 
of  thirty-three  thousand  five  hundred  and  seventy  cubic  feet  per 
minute.  The  air  is  drawn  through  air  washers  and  then  heated 
by  means  of  large  vertical  radiators  to  a  temperature  of  about 
sixty  degrees  "F."  and  delivered  by  means  of  air  ducts  to  the 
operating  floors.  Exhaust  fans  by  means  of  ducts  and  ceiling 
openings  make  a  complete  change  of  air  every  ten  minutes. 

The  water  supply  for  the  building  is  taken  from  the  city  mains 
through  two  eight  inch  meters  into  a  surge  tank  in  the  sub- 
basement,  from  which  it  is  pumped  into  a  house  tank  on  the  roof 
by  means  of  two  Worthington  triplex  pumps,  six  by  eight  inches, 
driven  by  fifteen  horsepower  Western  Electric  motors.  The 
drinking  water  system  consists  of  one  five  ton  Krochell  carbon- 
dioxide  machine  and  one  triplex  circulating  pump  with  proper 
cooling  coils.  The  water  for  drinking  purposes  is  taken  from  the 
hot  water  system  at  one  hundred  and  eighty  degrees  "F","  cooled 
dow^n  to  forty-five  degrees  "F,"  and  filtered  before  going  to  bub- 
blers located  throughout  the  building. 

There  are  two  compressors  supplying  air  for  Shone  Sewer 
Ejector  system,  automatically  handling  the  sewerage  and  waste 
water  below  the  city  sewerage  system.  These  compressors  also 
furnish  aid  vv'hich  is  piped  throughout  the  building  for  cleaning 
electrical  and  other  machiner}'. 

There  are  two  company  operated  restaurants  serving  food  at 
cost,  one  on  the  main  floor  for  messenger  boys  and  the  other  on 
the  fourth  floor  for  the  other  employees.  The  latter  restaurant 
is  of  the  cafeteria  type  and  has  a  capacity  sufficient  to  meet  the 
needs  of  the  thirty-five  hundred  employees  in  the  building.  All 
the  baking  and  cooking  is  done  in  a  modern  equipped  kitchen  so 
arranged  as  to  secure  the  best  service  at  a  minimum  cost. 

The  building  has  a  theater  with  a  seating  capacity  of  approxi- 
mately three  hundred,  for  use  of  the  employees  in  staging  amateur 


172  THE     ARMOUR     ENGINEER  [March,  1921 

productions  and  concerts.  The  second  floor  is  given  over  to 
women's  and  men's  rest  and  locker  rooms.  The  rest  rooms  are 
equipped  with  rugs,  tables,  comfortable  chairs,  lounges  and  other 
furniture.  A  Victrola  and  piano  are  also  provided.  Each  em- 
ployee is  provided  with  a  steel  locker  for  clothes. 

For  the  recreation  of  the  messenger  force,  a  well  equipped 
gymnasium  with  shower  baths  is  available. 

The  second  floor  also  houses  a  well  equipped  medical  depart- 
ment, including  a  hospital  where  emergency  cases  may  be 
promptly  handled  by  a  corps  of  trained  nurses  and  a  company 
physician. 

On  the  roof  of  the  building  handball  courts  have  been  provided 
for  use  during  the  sumn.ier  months.  The  roof  will  also  be  used 
for  other  recreative  purposes. 


FEDERAL  AID  FOR  DRAINAGE  PROPOSED 

Government  assistance  in  the  drainage  of  swamp  lands,  protec- 
tion of  overflowed  lands,  and  reforesting  of  cut-over  lands  is 
provided  in  a  bill  now  before  Congress,  drafted  by  Edgar  A. 
Rossiter,  consulting  engineer,  Chicago.  Such  assistance  would 
be  rendered  through  the  Department  of  the  Interior  with  a  fund 
provided  by  annual  appropriations  by  Congress.  Under  the  pro- 
posed plan  any  state  reclamation  board  could  call  for  an  investi- 
gation of  a  project  to  determine  such  charge  per  acre  on  the  lands 
affected  as  would  return  to  the  fund  the  estimated  cost  of  con- 
struction, the  board  to  have  charge  of  construction.  For  opera- 
tion and  maintenance  an  additional  charge  might  be  made,  but  this 
work  might  be  transferred  by  the  Department  of  the  Interior 
to  a  local  drainage  association  or  district.  \\'hen  any  project 
includes  a  na\igable  stream  which  might  be  utilized  for  barge 
transportation  the  cost  would  be  divided  between  the  Federal 
government  and  the  land-owners.  Mr.  Rossiter  points  out  that 
Illinois  alone  has  10,000,000  acres  of  swamp  and  overflowed  lands, 
but  that  State  laws  provide  no  relief,  while  the  Federal  reclama- 
tion act  establishes  a  precedent  for  such  improvement  work  as 
is  covered  in  the  proposed  bill.  He  states  that  arid  lands  are 
worth  $50  to  $100  per  acre  when  irrigated,  but  that  swamp  lands 
are  worth  $200  to  $350  per  acre  when  drained. 

- — Engineering  News  Record. 


THE  ROOSEVELT  ROAD  VIADUCT. 


By  Morris  Grodsky,  '15 
Formerly   Senior   Bridge   Designing   Engineer,    City   of   Chicago 

Historical. 

Roosevelt  Road  (formerly  12th  Street)  is  one  of  the  main 
arteries  of  Chicago.  It  is  situated  at  the  south  end  of  the  down- 
town district  and  is  the  connecting  link  between  that  district  and 
the  West  Side.  Most  of  the  railroads  entering  Chicago  from  the 
south  have  their  yards  and  freight  stations  near  Roosevelt  Road. 
The  railroad  tracks  crossing  Roosevelt  Road  extend  from  State 
St.  on  the  east  to  Canal  St.  on  the  west.  . 

A  steel  viaduct  carries  Roosevelt  Road  across  this  maze  of 
tracks.  This  structure  was  built  in  1880  and  consists  of  several 
through  trusses  and  trestle  spans.  It  is  inadequate  as  a  thorough- 
fare for  the  present  traffic  (it  is  only  80  ft.  wide),  besides  being 
old  and  eaten  by  rust. 

The  I2th  St.  Improvement  Ordinance  passed  by  the  City 
Council  for  widening  the  then  12th  St.,  throughout  its  length  is 
118  ft.,  replacing  the  old  viaduct  by  a  new  structure,  removing  the 
present  swing  bridge  over  the  South  Branch  of  the  Chicago  River 
by  a  single  leaf  bascule  bridge. 

The  bridge  division  of  the  city  then  designed  the  viaduct.  The 
roadway  and  sidewalk  consisted  of  small-span  concrete  slabs 
framing  into  steel  stringers,  which  in  turn  framed  into  steel  cross 
girders.  The  stringer  spans  were  made  unequal  in  length  in  order 
to  accommodate  track  spacing  under  the  viaduct.  The  stresses  in 
the  stringers  were  analyzed  by  means  of  the  three-moment 
theorem  and  temperature  stresses  were  guessed  at  in  the  usual 
way.  The  steelwork  was  to  be  encased  in  concrete  for  firepoofing. 
The  plans  were  completed  in  19 17. 

At  that  time  the  shipbuilding  and  other  war  industries  had  the 
priority  on  structural  steel ;  little  was  available  for  private  or 
municipal  construction,  especially  in  such  large  quantities  as  was 
required  for  the  viaduct.  The  end  of  the  war  was  then  not  in 
sight ;  postponing  the  viaduct  was  not  desirable.  Accordingly  the 
engineers  in  charge  of  the  improvement  began  to  think  of  a  con- 
crete structure. 

The  railroads  whose  tracks  go  under  the  viaduct  were  directly 
interested  in  this  improvement,  as  they  were  required  to  pay  a 
part  of  the  cost  of  the  viaduct  as  well  as  to  maintain  the  viaduct 


174 


THE     ARMOUR     ENGINEER 


[March,  1921 


after  ten  years  from  the  date  of  its  completion.  After  negotia- 
tions between  city  olTicials  and  representatives  of  the  raih'oads,  it 
was  agreed  to  build  the  viaduct  of  concrete,  provided  the  column 
spacing  were  to  remain  as  in  the  previous  design.  It  was  also 
agreed  that  the  city  would  build  the  part  of  the  viaduct  east  of 
the  Chicago  River  (as  well  as  the  bascule  bridge  across  the  river), 
while  the  Chicago  Union  Station  Co.  would  build  the  part  west 
of  the  river. 


The  first  study  of  the  concrete  viaduct  made  was  of  a  flat  slab 
structure.  The  width  being  such  (ii8  ft.)  as  to  allow  several 
j)anels  transversely,  the  design  adapted  itself  to  flat-slab.  But 
the  difficulty  encountered  was  the  longitudinal  column  spacing. 
For  flat-slab  more  or  less  uniform  column  spacing  is  required; 
but  the  layout  of  tracks  under  the  viaduct  and  the  required  clear- 
ances between  columns  and  rails  did  not  allow  a  uniform  spacing. 
Hence  this  design  was  abandoned. 

A  study  was  then  made  in  a  beam  and  girder  design.  Slabs 
were  spanned  between  stringers  placed  close  together.  The 
stringers  framed  into  cross-girders,  which  were  supported  by 
columns.  It  was  the  same  as  the  old  steel  design,  with  the  steel 
members  replaced  by  concrete. 

At  this  time,  Mr.  R.  R.  Lefifler  (then  with  the  Bridge  Division) 
submitted  a  design  consisting  of  slabs  spanning  between  four 
rows  of  longitudinal  girders,  thus  eliminating  the  stringers.    The 


VoLXII,  No.  3]     GRODSKY:    ROOSEVELT    RD.    VIADUCT         175 

relative  merits  of  the  two  designs  will  be  discussed  later.  These 
two  designs  were  brought  before  the  Chicago  Plan  Commission, 
which  decided  in  favor  of  Mr.  Leffler's  design.  However,  the 
Chicago  Union  Station  Co.  adopted  for  the  west  part  of  the 
viaduct  a  beam  and  girder  design  and  could  not  be  persuaded  to 
adopt  the  city's  design.  Thus  it  happened  that  the  two  parts  of 
the  viaduct  ha\e  different  structural  features. 

General  Description. 

The  Roosevelt  Road  viaduct  extends  from  A\'abash  Ave.  to 
Canal  St.  The  South  Branch  of  the  Chicago  Ri\er  divides  the 
viaduct  into  two  parts:  The  east  half  and  the  west  half.  The 
east  part  begins  at  Wabash  Ave.  with  a  219  ft.  filled  approach  and 
continues  to  the  Chicago  River  with  1788  ft.  of  viaduct.  Clark 
St.  is  elevated  north  and  south  of  Roosevelt  Road  to  meet  the 
viaduct.  The  Clark  St.  approaches  consist  of  500  ft.  of  filled 
approach  and  335  ft.  of  viaduct  to  the  north  of  Roosevelt  Road 
and  of  550  ft.  of  filled  approach  and  335  ft.  of  viaduct  to  the 
south  of  Roosevelt  Road.  The  viaduct  is  also  reached  by  an 
approach  on  Wells  St.  On  this  approach  108  ft.  adjacent  to 
Roosevelt  Road  will  be  built  of  concrete,  while  for  the  remaining 
546  ft.  the  old  steel  approach  will  be  used  after  raising  it  to  meet 
the  new  grades. 

The  West  part  of  the  viaduct  begins  at  Canal  St.  with  a  245  ft. 
filled  approach  and  continues  to  the  Chicago  River  wi*^h  1072  ft. 
of  viaduct.  At  Lumber  St.  a  ramp  is  built  to  reach  the  viaduct. 
This  ramp  is  about  600  ft.  long.  The  Chicago  River  is  spanned 
by  a  single  leaf  bascule  bridge  of  the  Chicago  type.  The  bridge 
has  four  trusses  of  varying  spans,  as  the  opposite  banks  of  the 
Chicago  River  are  not  parallel  to  each  other.  The  shortest  span 
is  182  ft.  y/2  in.  and  the  longest  is  211  ft.  lo'/s,  in.  The  bridge  is 
90  ft.  wide  and  has  a  56  ft.  roadway  with  17  ft.  sidewalks  on 
each  side  of  it. 

The  Roosevelt  Road  viaduct  is  118  ft.  wide.  In  the  center  of 
the  viaduct  is  a  25  ft.  island  carrying  the  two  street  car  tracks. 
On  each  side  of  the  street  car  island  is  a  29  ft.  6  in.  roadway  for 
vehicular  traft'ic  and  a  17  ft.  sidewalk  for  foot  traffic  (see  Fig.  i). 
The  Clark  St.  approaches  are  50  ft.  wide  and  consist  of  a  6  ft. 
sidewalk  on  the  east  side  of  the  approach,  a  42  ft.  roadway  and 
a  2  ft.  curb  on  the  west  side  of  the  approach.  The  Wells  St. 
approach  is  60  ft.  wide  and  flares  out  to  104  ft.  at  Roosevelt  Road 


176  THE     ARMOUR     ENGINEER  [March,  1921 

to  allow  the  street  cars  to  turn  from  Wells  St.  to  Roosevelt  Road 
and  vice  versa.    The  Lumber  St.  ramp  is  40  ft.  wide. 

Design  Features. 

The  1 2th  St.  Improvement  Ordinance  provides  that  the  con- 
struction of  the  new  viaduct  go  on  without  interrupting  traffic. 
The  old  steel  viaduct  occupies  the  north  half  of  the  widened 
street.  Hence  it  was  decided  to  build  the  new  viaduct  in  two 
halves.  The  south  half  is  to  be  built  hrst,  the  traffic  meanwhile 
using  the  old  viaduct.  When  the  south  half  of  the  new  viaduct  is 
completed  and  linked  up  with  the  bridge,  traffic  will  be  switched 
onto  it,  the  old  viaduct  taken  off  and  the  north  half  of  the  new- 
viaduct  built.  Thus  the  viaduct  is  designed  and  built  in  two 
identical  and  independent  units. 

In  general  the  structure  consists  of  slabs  carried  on  four  lines 
of  longitudinal  girders.  These  girders  frame  into  rectangular 
columns  resting  on  caissons  which  are  carried  to  bedrock.  The 
column  sizes  as  adopted  allow  maximum  clearance  between  rail- 
road tracks  under  the  viaduct.  For  the  same  reason  the  columns 
are  often  placed  at  a  skew  with  the  center  line  of  the  viaduct. 
The  expansion  joints  occur  about  every  200  to  240  ft.  The  sec- 
tions between  expansion  joints  are  made  entirely  independent  of 
each  other  by  placing  a  double  column  at  the  joint. 

The  design  adopted  for  the  East  part  of  the  viaduct  differs 
from  the  usual  beam  and  girder  construction  in  many  respects. 
In  the  so-called  beam  and  girder  construction  the  slab  is  carried 
by  closely  spaced  stringers.  The  stringers  frame  into  cross- 
girders,  which  in  turn  are  framed  to  the  columns.  In  this  design 
the  slab,  although  spanning  a  short  distance  between  stringers, 
must  be  made  heavier  than  required  for  the  load  it  carries,  in 
order  to  get  the  minimum  thickness  considered  to  be  good  practice 
for  slabs  exposed  to  impact. 

In  the  design  adopted  for  the  viaduct  east  of  the  river,  each 
half  consists  of  a  roadway  slab  spanning  between  two  longitu- 
dinal girders.  The  clear  span  of  this  slab  is  25  ft,  6  in.  The 
girders  are  ordinarily  6  ft.  wide.  To  one  side  of  the  roadway 
slab  is  a  sidewalk  slab  cantilevered  from  the  girder;  to  the  other 
side,  another  cantilever  slab  carrying  the  street  car.  Fig.  i  shows 
the  cross-section  for  one-half  of  the  viaduct  only  (the  other  half 
is  the  same  as  but  opposite  hand  to  this  one).  The  sidewalk  slab 
is  cantilevered  13  ft.;  the  street  car  slab,  8  ft.  6  in.     The  advan- 


Vol.  XII,  No.  3]    GRODSKY:    ROOSEVELT    RD.    VIADUCT  177 

tage  of  this  arrangement  lies  in  the  fact  that  the  two  cantilever 
slabs  supply  continuity  to  the  roadway  slab,  giving  in  efifect  a 
three-span  continuous  slab.  This  reduces  the  positive  moment 
in  the  roadway  slab  and  permits  its  spanning  25  ft.  6  in.  between 
girders.  Another  advantage  of  this  arrangement  is  that  it  is  only 
necessar}'  to  design  one  foot  of  slab ;  the  design  can  then  be 
applied  for  the  full  length  of  the  viaduct,  since  the  cross-section 
does  not  change  except  at  street  intersections. 

The  great  number  of  stringers  of  the  beam  and  girder  con- 
struction are  combined  in  the  viaduct  design  into  two  girders  (for 
each  half  of  the  viaduct).     Each  girder  is  6  ft.  wide;  but  where 


required  by  high  unit  shear  to  be  wider,  it  is  made  7  ft.  8  in.  wide. 
The  depth  of  the  girder  is  made  varying  according  to  the  span 
lengths.  The  girders  are  rigidly  framed  to  the  columns  by  means 
of  haunches.  The  columns  are  6  ft.  7  in.  wide  and  2  ft.  6^  in. 
thick  for  expansion  joint  columns  and  2  ft.  8  in.  thick  for  others. 
This  simphfies  the  calculations  of  stresses  in  the  columns. 

To  balance  the  bending  moments  induced  by  possible  unequal 
loading  of  the  cantilever  slabs,  struts  are  put  in  about  every  30  ft. 
They  span  across  the  girders  thus  taking  moments  due  to  torsion 
in  the  girders.  In  order  not  to  complicate  the  stresses  in  these 
struts,  a  ^  in.  crack  is  left  between  them  and  the  roadway  slab 
above.  This  allows  the  slab  to  deflect  without  bringing  any  load 
on  the  struts. 

The  viaduct  cross-section  outlined  above  possesses  certain  ad- 
vantages. It  is  simple  and  applies  throughout  the  length  of  the 
viaduct.  The  slab,  strut,  girder  and  column  dimensions  are  stand- 
ardized. This  simplifies  the  formwork  and  allows  it  also  to  be 
standardized.  The  fact  of  using  only  two  girders  reduces  the 
amount  of  forms  used  from  15  to  20%. 

This  design  permits  also  the  simplification  of  the  reinforcing 
steel.    The  steel  in  the  slabs  and  struts  is  the  same  throughout  the 


178 


THE     ARMOUR     ENGINEER 


[March,  1921 


length  of  the  viaduct.  'Ihe  girders  being  largely  of  one  width, 
admit  standardization  of  the  top  and  bottom  reinforcing.  As 
shown  in  the  girder  section.  I'ig.  2,  bars  having  the  same  identi- 
fication numbers  are  placed  in  the  same  relatixe  positions  in  all 
girders.  Again  no  bent  bars  are  used  in  the  girders.  The 
stirrups  are  the  same  in  number  (  11  for  the  6  ft.  width.  14  for 
the  7  ft.  8  in.  width)  in  all  girders,  and  are  of  a  shape  easy  to 
hook  around  the  longitudinal  reinforcing.  In  the  columns  steel 
is  used  only  in  certain  combinations.  The  steel  used  is  about 
95%.  base  (that  is  ^)4  in.  and  abo\e  in  size).    This  means  a  lower 


unit  price ;  il  also  means  that  for  a  certain  tonnage  there  are 
fewer  bars  to  place,  thus  showing  a  sa\ing  in  the  cost  of  laying 
steel.  Again_  the  percentage  of  bent  bars  is  smaller  than  usual, 
being  only  about  30  to  ^^"^/i .  also  reducing  the  cost  of  steel. 

The  computation  of  the  amount  of  live  load  coming  on  the 
girders  is  greatly  simplified,  as  there  are  no  stringers  to  bring 
on  concentrated  loads.  The  amount  of  li\e  load  coming  from 
the  slabs  is  always  the  same,  giving  the  girders  a  uniform  live 
load. 

The  design  lends  itself  readily  to  analysis  as  a  rigid  frame.  The 
girders  are  continuous  over  and  stififened  by  the  columns.  To- 
gether they  form  a  vertical  rigid  frame  between  expansion  joints. 
In  the  beam  and  girder  construction  most  of  the  stringers  are 


Vol.  XII,  No.  3]     GRODSKY:    ROOSEVELT    RD.    VIADUCT        179 

not  in  line  with  the  columns.  They  are  continuous  over  the 
cross-girders.  But  together  with  the  cross-girders  they  do  not 
form  frames  lending  themselves  to  analysis,  as  the  stiffness  of 
the  stringer  supports  is  difficult  to  determine. 

From  the  architectural  standpoint  the  design  also  possesses 
advantages.  The  beam  and  girder  construction  is  an  imitation  of 
the  typical  steel  design  with  short  spans  for  slabs  and  many 
stringers.  It  is  in  fact  of  the  same  appearance  as  steel  encased  in 
concrete.  The  nevy  design  is  adapted  specifically  to  concrete :  it  is 
massive  and  has  few  and  simple  Hnes.  It  eliminates  the  great 
number  of  unsightly  beams,  underneath  the  structure,  substi- 
tuting for  them  arched  girders  blending  into  the  columns.  The 
architectural  features  of  the  viaduct  were  worked  out  in  co- 
operation with  the  Chicago  Plan  Commission.  .Such  parts  as  the 
heavy  concrete  railing  on  the  viaduct,  the  fascia  beam,  the  curve 
of  the  haunches,  the  vertical  lines  of  the  columns,  the  ornamental 
iron  railing  on  the  approaches,  etc.,  received  the  attention  of  the 
Chicago  Plan  Commission.  To  prevent  an  illusion  of  sagging  to 
which  concrete  girders  of  long  spans  are  subject,  they  were 
cambered  an  amount  proportional  to  their  span  lengths  ( i  in.  for 
every  12  ft.  of  span  between  curved  haunches). 

Loads  and  Unit  Stresses. 

The  dead  load  consisting  of  the  weight  of  the  slabs,  railings, 
pavement,  street  car  ballast,  struts  and  girders  is  considered  uni- 
formly distributed  o\er  the  girder  span  with  a  value  of  13000  lbs. 
per  lin.  ft.  of  girder  supporting  the  sidewalk  and  12000  lbs.  per 
lin.  ft.  of  girder  supporting  the  street  car  slab. 

The  specifications  used  for  live  loads  and  stresses  were  "Speci- 
fications Governing  the  Construction,  Repairs  and  Rebuilding  of 
\^iaducts  Over  Railroad  Tracks,"  issued  by  the  Bureau  of  Engi- 
neering, Dept.  of  Public  Works,  City  of  Chicago,  Januar}%  1917. 
According  to  these  specifications  the  roadway  slab  is  designed  for 
a  24  ton  truck,  concentrating  12000  lbs.  on  each  wheel.  Space  not 
occupied  by  the  truck  is  covered  with  a  uniform  live  load  of  100 


o 


lbs.  per  sq.  ft.    The  impact  allowance  is  taken  as  I  ^  S . 

L+150 
where  I  is  the  impact  increment,   S  is  the  computed  maximum 
live  load  stress  and  L  is  the  length  of  the  load  producing  maximum 
stress.     The  wheel  concentrations  are  assumed  to  spread  in  a 


180  THE     ARMOUR     ENGINEER  [March,  1921 

manner  described  in  the  specifications  and  an  equivalent  uniform 
live  load  for  the  roadway  slab  is  obtained  as  220  lbs.  per  sq.  ft. 
(including  impact^.  The  street  car  cantilever  is  designed  for  a 
live  load  of  a  50-ton  street  car  and  100  lbs.  per  sq.  ft.  on  the  area 
unoccupied  by  the  street  car.  The  equivalent  uniform  load  is 
computed  as  285  lbs.  per  sq.  ft.  (including  impact).  The  side- 
walk cantilever  is  designed  for  a  live  load  of  100  lbs.  per  sq.  ft. 
without  allowance  for  impact. 

The  live  load  on  the  girder  supporting  the  sidewalk  and  road- 
way comes  from  a  24-ton  truck,  100  lbs.  per  sq.  ft.  on  area  un- 
occupied by  the  truck,  100  lbs.  per  sq.  ft.  of  sidewalk  and  a 
cantilever  reaction  due  to  a  live  load  on  the  sidewalk  cantilever 
with  no  live  load  on  the  street  car  slab.  Impact  is  allowed  as  per 
specifications.  The  resulting  live  load  is  taken  as  4600  lbs.  per 
hn.  ft. 

The  live  load  on  the  girder  supporting  the  roadway  and  street 
car  slabs  is  taken  in  a  similar  way,  replacing  the  100  lbs.  per 
sq.  ft.  on  the  sidewalk  by  a  50-ton  street  car  with  100  lbs.  per 
sq.  ft.  on  area  unoccupied  by  street  car.  The  resultant  live  load 
is  5600  lbs.  per  lin.  ft.  (including  impact).  Thus  for  the  loads 
on  girders :  -fl^' 

Dead  load  on  sidewalk  girder 13000  lbs.  per  lin.  ft. 

Li\e  load   on   sidewalk   girder 4600  lbs.  per  lin.  ft. 

Total  load  on  sidewalk  girder 17600  lbs.  per  lin.  ft. 

Dead  load  on  street  car  girder 12000  lbs.  per  lin.  ft. 

Live  load  on  street  car  girder 5600  lbs.  per  lin.  ft. 

Total  load  on  street  car  girder 17600  lbs.  per  lin.  ft. 

For  the  sake  of  uniformity,  the  dead  load  for  both  girders  is 
taken  at  13000  lbs.  per  lin.  ft.  and  the  live  load,  at  4600  lbs.  per 
lin.  ft.  - 

The  tractive  or  longitudinal  forces  are  taken  at  20%  of  the 
moving  live  load  on  one  track,  thus  giving  20000  lbs.  as  the  hori- 
zontal force  for  each  half  of  the  viaduct. 

For  the  calculation  of  temperature  stresses  a  basic  temperature 
of  65°  F.  is  assumed  with  variations  of  40°  up  to  +105°  F.  and 
of  80°  down  to  — 1=,'^  F.  The  expansion  joint  is  made  i  in.  wide 
at  65°  F.  with  a  jM-oportional  variation  if  construction  is  carried 
out  at  a  different  temperature. 


Vol.  XII,  No.  3]      GRODSKY:    ROOSEVELT    RD.    VIADUCT        181 

The  unit  stresses  are  taken  according  to  the  specifications :  750 
lbs.  per  sq.  in.  for  compression  in  extreme  fiber  due  to  bending  in 
1-2-4  concrete;  16000  lbs.  per  sq.  in.  for  tension  in  steel  (Note: 
Only  structural  grade  plain  bars  are  used)  ;  450  lbs.  per  sq.  in. 
direct  compression  on  1-2-4  concrete;  shear  without  web  rein- 
forcing— ^40  lbs.  per  sq.  in.;  with  web  reinforcing- — 120  lbs.  per 
sq.  in. ;  bond- — 80  lbs.  per  sq.  in.  on  plain  bars.  The  value  of  n  is 
taken  at  15  for  1-2-4  concrete. 

Method  of  Analysis. 
The  roadway  slab  was  designed  as  continuous  over  rigid  sup- 

w  P  w  /^ 

ports.    For  dead  load  a  moment  of at  the  support  and 

12  23 

w  P 

at  the  center  was  used.    For  live  load, was  used  for  moment 

12 
both  at  the  support  and  at  the  center.     For  the  cantilever  slabs 
the  usual  moment  coefficients  were  used. 

Each  line  of  girders  with  the  columns  between  expansion  joints 
was  treated  as  a  rigid  frame.  The  reasons  for  not  using  the 
ordinary  simple  methods  of  analysis  (as  the  three-moment 
theorem),  were  the  following: 

1.  In  order  to  clear  the  railroad  tracks  under  the  viaduct, 
columns  had  to  be  put  at  convenient  places  without  giving  due 
regard  to  equal  span  lengths.  The  columns  are  rigidly  connected 
to  the  girders  and  therefore  are  liable  to  bending  moments  due 
to  loads  on  the  girders.  The  unequal  column  spacing  may  cause 
heavy  moments  in  the  columns  from  the  dead  load  alone. 

2.  The  live  load  on  the  viaduct  is  of  the  moving  type.  The 
moments  induced  in  the  columns  due  to  the  moving  live  load  in  a 
monolythic  structure  are  considerable,  especially  as  the  column 
spacing  is  irregular. 

3.  The  distance  between  expansion  joints  amounts  to  240  ft. 
and  over  in  several  cases.  Temperature  changes  will  cause  con- 
siderable stresses  in  this  distance  between  joints.  The  usual 
practice  of  analyzing  the  temperature  stresses  is  to  assume  the 
amount  of  contraction  or  expansion  as  a  deflection  of  the  upp^r 
end  of  the  column  (considered  free  to  move),  while  the  lower 
end  is  held  rigid.  In  other  words,  the  column  is  considered  as 
a  cantilever  restrained  at  the  bottom  and  deflecting  at  the  top  an 
amount  equal  to  the  contraction  or  expansion  of  the  girder  from 


182  THE     ARMOUR     ENGINEER  1  March,  1921 

the  center  of  the  frame  to  the  column  in  question.  The  stresses 
caused  by  such  a  deflection  are  assumed  to  be  equal  to  the  tem- 
perature stresses  in  the  columns.  However,  since  the  frame  is 
unsymmetrical  and  doubt  may  arise  as  to  the  amount  of  deflec- 
tion in  eacli  column ;  and  since  the  columns  are  rigidly  connected 
to  the  girders  instead  of  having  their  upper  ends  free  to  move, 
thus  causing  difficult  stresses  in  the  columns;  this  method  of 
obtaining  stresses  in  columns  due  to  temperature  changes  is 
l)rimiti\e  and  cann(.)t  insjjire  confidence  in  the  results  obtained  l)y 
it. 

These  factors  make  it  necessary  to  design  the  girders  and  col- 
umns as  a  rigid  frame.  Of  the  known  methods  of  analyzing  rigid 
frames,  the  Slope-Deflection  method  possesses  the  advantage  of 
greatly  reduced  computations.  This  decided  the  use  of  that 
method  in  analyzing  the  frames. 

The  slope-deflection  method  of  analyzing  rigid  frames  is 
based  on  expressing  the  moment  at  any  point  in  terms  of  moment 
at  the  joint  of  column  and  girder.     The  moment  at  the  joint  A  of 

3d 

any  member  AB,  Mai,  =  2EK  (26'a  +  ^b )  +  Cab,  where 

1 
Mab  is  the  moment  at  the  end  A  of  member  AB,  K  is  the  ratio 
of  the  moment  of  inertia  of  the  member  to  its  length,  E  is  the 
modulus  of  elasticity  of  the  material,  B.^  and  (9b  are  the  angles 
made  by  the  tangents  to  the  deformed  neutral  axes  with  their 
original  ])Ositions  at  A  and  B  respectively,  d  is  deflection  at  right 
angles  to  the  member  AB  of  end  B  relative  to  end  A  and  Cab  is  a 
factor  depending  upon  the  load  and  is  equal  to  the  bending 
moment  at  the  support  A  of  a  beam  AB  (fixed  at  both  ends)  of 
the  same  loading  and  span  as  the  member  AB. 

In  analyzing  the  frame,  expression  for  moments  (similar  to  the 
above  expression)  for  the  ends  of  each  member  in  the  frame  and 
for  various  conditions  of  loading  are  written.  The  sum  of  such 
moments  around  each  joint  must  equal  zero  for  equilibrium.  By 
considering  that  the  sum  of  the  horizontal  reactions  at  the  foot  of 
the  columns  must  equal  zero  for  the  cases  of  vertical  loading  and 
temperature  variations;  or  must  equal  the  horizontal  load  in  case 
of  such  a  load — another  equation  may  be  obtained.  For  frames 
with  one  tier  of  columns  (that  is  one  story  in  height),  the  num- 
ber of  e(|uations  thus  obtained   will   be  ecjual  to  the  number  of 


Vol.XII,  No.  3]     GRODSKY:    ROOSEVELT    RD.    VIADUCT         183 

unknowns.  These  equations  are  solved  simultaneously  and  values 
for  moments  at  the  joints  are  obtained  for  various  conditions  of 
loading.  Knowing  the  moments  at  the  joints,  the  moment  at  any 
other  point  can  easily  be  calculated.  Moment  diagrams  for  vari- 
ous loads  are  plotted  and  from  these  the  combination  giving  the 
maximum  moments  is  obtained.  The  calculations  are  not  shown 
here,  as  they  occupy  too  much  space. 

Note :  The  columns  rest  on  caissons,  hence  unyielding  supports 
were  assumed.  Also  the  columns  were  assumed  fixed  at  the  tops 
of  the  caisson  caps. 

Special  Features. 

The  viaduct  at  State  St.  consists  of  three  arched  spans :  one 
over  each  sidewalk  with  a  15  ft.  clear  opening  and  one  over 
the  roadway  with  a  60  ft.  8  in.  clear  opening.  The  columns  into 
which  the  arch  ribs  frame  are  placed  at  the  street  lines  and  at 
the  curbs,  giving  unobstructed  roadway  and  sidewalks.  There 
are  6  arch  ribs  acro.=s  State  St.  The  exterior  ribs  are  6  ft.  wide, 
the  four  interior  ribs  are  12  ft.  7  in.  wide.  The  exterior  columns 
are  4  ft.  by  6  ft.  11  in.;  the  interior,  4  ft.  by  14  ft.  i.  in.  Con- 
necting the  arch  ribs  are  two  slabs.  One  at  the  top  of  the  rib 
serves  as  sidewalk  or  roadway  for  the  viaduct;  the  other,  at  the 
bottom  of  the  rib,  serves  as  a  ceiling  for  the  subviaduct 
space.  The  space  between  these  two  slabs  was  left  hollow 
in  order  to  save  weight  (and  dead  load).  The  ceiling  slab  is 
arched  in  a  transverse  direction,  which  together  with  its  curving 
in  the  longitudinal  direction,  gives  a  groined  effect.  The  columns 
are  connected  in  a  transverse  direction  by  small  arch  ribs. 

On  top  of  the  viaduct  the  usual  heavy  reinforced  concrete 
railing  gives  way  to  a  balustrade  of  graceful  outlines.  Four 
stairways,  one  in  each  corner  of  the  street  intersection,  connect 
the  upper  level  with  the  street.  The  stairways  are  of  reinforced 
concrete,  each  one  consisting  of  a  slab  resting  on  two  arched 
.stringers.     The  stairway  railing  is  of  ornamental  iron. 

The  balustrade,  the  ornamental  iron  railing  and  the  fade 
ornamentation  on  the  exterior  arch  received  special  architectural 
treatment  and  were  approved  by  the  Chicago  Plan  Commission. 

Structurally,  the  crossing  presented  a  difficult  problem.  The 
thickness  of  the  interior  rib  effective  to  resist  moment  from  the 
loaded  60  ft.  8  in.  clear  span  was  only  2  ft.  5  in.  This  was  caused 
by  the  fact  that  on  the  one  hand  the  State  St.  crossing  is  near 


184  THE     ARMOUR     ENGINEER  [March,  1921 

the  east  end  of  the  viaduct  and  the  elevation  at  the  crossing  could 
not  be  raised  without  bringing  the  approach  grade  above  the 
practical.  On  the  other  hand,  clearance  for  street  cars  had  to  be 
provided  under  the  arch.  The  approach  grade  was  given  the 
maximum  value  to  which  the  Chicago  Surface  Lines  would  agree, 
viz.:  3.4%.  State  St.  underneath  was  depressed  about  2^^  ft.; 
then  only  giving  2  ft.  5  in.  as  effective  depth  for  the  interior  ribs. 
To  make  an  expansion  joint  through  the  center  of  the  roadway 
arch  and  thus  create  two  cantilever  arches,  was  not  desirable,  as 
the  joint  would  be  difficult  to  hide  and  would  mar  the  face  orna- 
mentation on  the  exterior  arch. 

To  get  out  of  the  difficulty,  the  three  arch  spans  v^ere  con- 
sidered as  continuous.  The  sidewalk  arches  were  made  very 
heavy  in  spite  of  their  small  spans ;  this  together  with  the  heavy 
columns  caused  a  large  moment  at  the  springing  of  the  roadway 
arch,  which  reduced  the  moment  at  the  center  sufficiently  to 
allow  the  use  of  the  shallow  ribs. 

Another  interesting  feature  occurred  at  the  river  end  of  the 
east  part  of  the  \  iaduct.  The  section  between  the  last  expansion 
joint  and  the  east  abutment  of  the  bascule  bridge  consists  of  two 
spans  averaging  about  65  ft.  each.  The  Wells  St.  approach  joins 
the  viaduct  at  this  section  and  the  street  cars  from  Wells  St.  cross 
over  to  the  viaduct.  This  necessitated  a  heavier  construction, 
resulting  in  larger  loads  for  the  girders. 

The  columns  are  on  skew  to  the  viaduct  and  so  are  stiffer  than 
when  usually  placed  at  right  angles  to  the  viaduct.  The  com- 
bination of  heavier  loads,  a  section  with  only  two  spans,  and 
columns  stiffer  than  usual,  causes  high  stresses  in  the  columns. 
In  addition  to  this  the  girder  seat  at  the  abutment  practically 
fixes  this  end  of  the  section.  The  resulting  temperature  stresses 
in  the  columns  when  added  to  the  dead  and  live  load  stresses, 
make  the  columns  unsafe. 

It  was  desirable  to  obtain  movement  under  temperature  varia- 
tions at  the  abutment  seat  of  the  frame.  At  first  a  phosphor- 
bronze  plate  on  the  abutment  seat  and  a  cast-iron  plate  as  a  shoe 
on  the  girder  were  tried.  The  resulting  coefficient  of  friction, 
however,  would  still  be  large  enough  to  overcome  the  horizontal 
reaction  obtained  when  this  end  is  considered  fixed.  Thus  no 
movement  would  occur. 

Recourse  was  then  had  to  rollers.  Three  12  in.  segmented 
rollers   (4^  in.  wide  and  2   ft.  8  in.  long)   were  placed  on  the 


Vol.  XII,  No.  3]     GRODSKY:    ROOSEVELT    RD.    VIADUCT         185 

base  casting.  On  top  of  the  rollers  were  placed:  a  lower  pin- 
casting,  a  6  in.  pin  and  an  upper  pin-casting  fastened  to  the 
bottom  of  the  concrete  girder.  The  pin  turns  in  phosphor-bronze 
bushings.  The  upper  pin-casting  is  fastened  to  the  girder  and  the 
base  casting  to  the  abutment  seat  with  four  1^2  in.  round  bolts 
each.  This  arrangement,  allowing  movement  in  the  frame  under 
temperature  variations,  brought  the  column  stresses  down  to  a 
safe  limit. 

FORMWORK. 

As  was  described  above,  the  cross-section  is  typical  through- 
out the  viaduct.  This  means  that  the  forms  for  the  slab  are  the 
same  for  the  entire  length  of  the  viaduct ;  the  curved  soffits  of 
the  cantilever  slabs  and  the  haunches  near  the  supports  of  the 
roadway  slab  are  also  typical.  The  same  is  true  of  the  girder, 
their  width  being  constant  (either  6  ft.  or  7  ft.  8  in.).  The 
struts  have  the  same  dimensions  in  all  cases.  The  interior  col- 
umns are  all  alive,  as  well  as  the  expansion  joint  columns.  This 
simpHfies  the  forms  to  a  great  extent  and  allows  them  to  be  used 
several  times. 

But  simple  as  the  forms  are,  the  falsework  presented  a  com- 
plicated problem.  There  are  only  a  few  spans  without  any  rail- 
road tracks  underneath,  where  a  regular  timber  trestle  can  be 
built  to  support  the  formwork.  In  those  cases  the  forms  were 
supported  in  the  usual  manner  by  joists  framing  with  beams, 
supported  by  posts,  etc.     (See  Fig.  3.) 

In  a  number  of  cases  the  girders  crossed  one  or  two  tracks 
close  together,  about  14  ft.  on  centers.  Then  timber  posts  were 
set  up  on  the  outside  of  the  tracks,  I  bearhs  were  laid  over  the 
posts  spanning  the  tracks  and  the  forms  were  supported  by  the 
I  beams. 

In  several  cases  where  a  cluster  of  tracks  crossing  the  lower 
level  of  the  viaduct,  and  where  no  clearance  under  the  viaduct 
existed  to  permit  the  forms  to  be  supported  by  girders  spanning 
the  tracks,  the  forms  were  supported  from  overhead.  Six  steel 
girders  were  placed  in  a  longitudinal  direction  above  the  top  of 
the  future  concrete  and  supported  either  on  the  adjacent  con- 
crete (if  already  poured)  or  on  timber  trestles.  Timbers  were 
laid  across  these  girders  with  a  uniform  spacing;  long  bolts  were 
carried  from  these  timbers  down  through  the  formwork,  support- 


186 


THH     ARMOUR     ENGINEER 


[March,   1921 


ing  the  I  fceains  which   hold   up  the  forms.     Fig.  4  shows  this 
arrangement  previous  to  the  pouring  of  concrete. 

Older  tlie.-e  conditions,  the  formwork  could  not  he  built  hap- 
hazardly, but  was  carefully  designed  and  built  from  designs  as 
closely  as  conditions  on  the  job  permitted.  The  fact  that  the 
forms  rejieat  was  an  incentive  to  turn  out  the  most  economical 
forms.  Again  the  difficulty  of  supporting  them  made  a  detailed 
study  necessary.  The  Designing  Division  of  the  Bureau  of 
Engineering  accordingly  made  designs  and  details  for  every  span 
of  the  \iaduct,  where  there  were  tracks  underneath.     They  de- 


Vol.  XII,  No.  31     GRODSKY:    ROOSEVELT    RD.    VIADUCT         187 

signed  the  overhead  supports,  girders,  I  beams,  timber  trestles, 
etc.  Their  plans  guided  the  men  on  the  job  wherever  possible, 
and  gave  a  solution  to  each  falsew^ork  problem  as  it  presented 
itself. 

Plant. 

Several  schemes  were  presented  to  bring  about  'an  efficient 
handling  of  the  materials  and  distribution  of  the  concrete. 
Among  them  was  one  to  build  a  narrow  gage  railroad  on  top  of 
the  existing  steel  viaduct,  leaving  sufficient  clearance  for  traffic ; 
to  have  one  central  plant  and  to  distribute  the  concrete  by  means 
of  small  cars  to  points  where  it  is  needed.  This  scheme  was 
abandoned  because  of  the  inability  of  the  present  steel  viaduct 
to  withstand  the  extra  load  and  the  vibration. 

The  scheme  finally  adopted  was  to  use  three  plant  layouts,  one 
at  State  .St.,  another  to  the  east  of  Wells  St.,  and  the  third 
at  Clark  St.  The  first  layout  will  take  care  of  about  620  ft.  of 
viaduct;  the  second,  of  about  725  ft.,  and  the  third,  of  about  420 
ft.  on  Roosevelt  Road,  and  in  addition  the  Clark  St.  approaches. 

The  plant  equipment  consists  of  two  i-yd.  electric-driven  Mil- 
waukee chain-belt  mixers,  one  distributing  tower,  one  electric 
hoist  and  chutes. 

No  extensive  storage  facilities  were  provided.  Enough  mate- 
rial is  kept  en  the  job  to  run  the  plant  for  about  a  half  day 
Arrangements  with  local  supply  companies  were  such  that  a 
practically  uninterrupted  supply  of  materials  was  insured  during 
periods  of  concreting. 

The  concrete  distribution  was  effected  by  hoisting  the  concrete 
in  a  tower  and  bringing  it  to  the  desired  location  by  a  system 
of  spouts.  1    . 

Concreting. 

In  order  to  make  the  slabs,  girders  and  columns  act  together, 
as  was  assumed  in  the  analysis,  it  was  necessary  to  insure  a 
monolythic  structure.  To  that  effect  construction  joints  were 
placed  only  at  center  lines  of  bents.  Between  bents  concrete  is 
poured  in  one  continuous  operation.  To  guard  against  interrup- 
tion of  concreting  due  to  a  breakdown  of  a  mixer,  an  extra 
mixer  is  kept  ready  to  start  and  continue  the  concreting.  All  the 
concrete  poured  (with  a  very  few  exceptions)  is  of  1-2-4  mix. 
The  concrete  in  the  abutment  is  of  1-3-5  '""i^-  The  sidewalks  are 
covered  with  a  i-in.  granite  finish  within  54  min.  after  the  slab  is 
poured. 


188  THE     ARMOUR     EXGINEER  [March,  1921 

Cost, 

A  correct  estimate  of  the  cost  of  the  east  part  of  the  viaduct  is 
impossible.  The  prices  of  labor  and  material  have  changed  so 
much  since  construction  started,  and  will  no  doubt  keep  on 
changing  in  the  future  until  the  job  is  finished,  that  it  is  impos- 
sible to  forecast  the  cost  of  the  entire  improvement.  However, 
ihe  substructure  on  Roosevelt  Road  east  of  the  river,  including 
the  caissons,  caisson  caps,  caisson  beams  and  subcolumns  built 
in  1919,  cost  $500,000.  The  superstructure  is  at  the  present  time 
about  40%  completed,  but  unit  prices  so  far  are  not  available. 
Even  if  they  were,  they  would  not  be  indicative  of  the  cost  of  the 
entire  superstructure,  as  prices  in  the  future  will  no  doubt  be 
different 

Organization. 

The  viaduct  is  built  by  the  Bureau  of  Engineering  in  the  De- 
j'.irtment  of  Public  \\'orks.  The  plans  and  specifications  were  pre- 
pared in  the  Designing  Section  of  the  Bidge  Division.  Mr.  T.  G. 
Pihlfeldt  was  at  the  head  of  the  Bridge  Division;  Mr.  H.  E. 
Young,  of  the  Designing  Section.  Now,  Mr.  C.  S.  Rowe  and 
Mr.  J.  R.  Hall,  respectively,  occupy  these  positions.  The  plans 
were  prepared  under  the  direct  charge  of  the  writer.  The  con- 
struction is  done  by  the  Construction  Division,  under  Mr.  J.  J. 
Versluis.  Mr.  J.  Cermak  is  in  direct  charge  of  the  construction. 
Mr.  H.  B.  Anderson  is  the  resident  assistant  engineer. 


TO  MOVE  TOWN  SO  AS  TO  BE  ABLE  TO  BUILD  DAM 

It  now  seems  practic?.lly  certain  that  in  connection  with  the  con- 
struction of  the  American  Falls  reservoir  on  the  Snake  River  in 
Idaho,  legislative  authority  will  be  given  to  purchase,  condemn, 
and  improve  land  for  a  new  town  site  to  replace  the  portion  of  the 
town  of  American  Falls  which  will  be  flooded  by  the  new  reser- 
voir. The  project  calls  for  a  90-ft.  dam,  which  would  impound 
3,000,000  acre  feet  and  make  available  for  irrigation  the  entire 
.water  resources  of  the  Snake  River. 

In  addition  to  moving  a  large  part  of  the  town  of  American 
Falls  it  will  be  necessary  to  acquire  the  6000  h.p.  hydro-electric 
plant  of  the  Idaho  Power  Company  located  just  below  the  dam 
site.  The  proposed  dam  would  make  necessary  the  relocation  of 
several  miles  of  the  Oregon  Short  Line  Railroad.  Indian  lands 
as  well  as  private  lands  would  be  flooded  .  This  calls  for  time- 
consuming  adjustments.  All  of  those  matters,  however,  are  to 
be  carried  forward  as  rapidly  as  possible.  Thus  far  arrange- 
ments have  been  concluded  for  the  use  of  less  than  1,000,000  acre 
feet.  — Electrical  World,  Feb.  26,  1921. 


STANDARDIZATION  OF  LUMBER 


By   Charles   Edward   Paul. 
Professor  of  Mechanics,  Armour  Institute  of  Technology. 

The  United  States  Forest  Service  estimates  that  there  are  two 
thousand,  two  hundred  and  fifteen  bilhon  feet  of  saw  timber 
standing  in  our  forests  today.  As  a  concrete  example  of  the 
magnitude  of  this  supply,  if  all  the  timber  in  only  the  states  of 
\\'ashington  and  Oregon  was  cut  and  loaded  into  freight  cars 
containing  30,000  feet  per  car,  it  would  require  114,000,000  cars 
for  Washington  and  77,700,000  cars  for  Oregon. 

The  lumber  industry  as  a  whole,  with  its  raw  material  scat- 
tered widely  over  about  thirty  per  cent  of  the  surface  of  the 
United  States  and  bringing  its  products  to  the  building  material 
markets  in  every  city  and  village,  is  vast  in  its  physical  and  com- 
mercial resources,  immensely  important  in  its  position  in  the 
building  field,  but  sadly  deficient  in  its  structural  standards. 
What  is  Standardization f 

A  material  is  standard  when  it  meets  definite  quahfications 
which  are  set  up  and  established  by  authority  as  rules  for  the 
measure  of  quantity,*  quality,  extent,  or  value.  At  the  present 
time,  each  regional  association  of  lumber  manufacturers  has  its 
own  separate  set  of  standards-  for  the  size  and  quality  of  the 
commercial  product  which  its  members  cut  from  a  given  species 
of  tree.  Even  logs  from  the  same  district,  or  tree,  if  deUvered 
to  manufacturers  belonging  to  different  regional  associations, 
would  be  cut  into  material  for  the  consumer  under  two  different 
standards  as  to  size  and  commercial  grade  for  the  same  quality 
of  material.  This  multiplicity  and  diversity  of  standards,  places 
the  industry  in  a  position  such  that  it  has  no  standard  that  can  be 
applied  to  lumber  in  general,  although  each  regional  association 
of  manufacturers  produces  a  material  which  has  a  common  use  in 
many  or  all  purposes. 
Who  is  Interested  in  Standardization,  and  for  What  Reason? 

The  Consumer — Consumers  of  wood,  including  the  designer, 
the  contractor,  the  architect,  and  the  engineer,  are  interested  in 
definite  standards  of  size  and  grade  on  account  of  the  great  con- 
fusion now^  existing  in  these  points  which  are  of  extreme  mi- 
portance  to  them  in  their  work.  They  can  see  no  reason  why  a 
piece  of  dimension  commonly  referred  to  as  a  "two  by  four" 
should  be  i  9/16"  x  3>4"  in  one  book  of  grading  rules,  and  i^"  x 


190  THE     ARMOUR     ENGINEER  [March,  1921 

3%"  in  anotlier.  Xor  can  they  understand  why  the  grade  of 
"Xo.  I  Common"  should  have  very  different  specifications  in  the 
rules  of  different  associations  of  manufacturers.  The  consumers 
do  not  request  or  demand  that  material  shall  be  full  rated  size, 
or  that  it  shall  meet  any  requirement  as  to  quality  set  by  them,  but 
they  do  want  a  rated  si/.e  and  a  gi\en  name  to  mean  the  same 
thing  with  all  manufacturers  of  lumber. 

The  finished  structures  in  which  wood  is  used  by  these  men 
have  very  definite  dimensions.  Combinations  of  various  pieces 
of  wood  when  used  one  on  the  other  are  required  to  produce 
finally  a  g\\en  thickness,  or  lead  bearing  capacity.  Uniform 
standards  as  to  size  and  quality  would  allow  the  development  of 
standard  units  of  design,  which  could  be  used  with  certainty  as 
to  results  obtained.  As  the  situation  exists  at  present,  these  men 
must  investigate  particular  variations  in  sizes  and  specifications 
as  to  grade  for  each  kind  of  lumber  used  in  a  structure  before 
they  can  proceed  with  its  calculations.  A  design  which  is  correct 
in  one  section  of  the  country  may  be  entirely  inadequate  in  an- 
other section,  even  though  the  same  nominal  sizes  of  material  are 
used.  This  makes  it  far  easier  for  the  designer  to  use  compet- 
ing materials  which  have  very  definite  standards  throughout  the 
country. 

The  Distributor — The  distributor  of  wood  products,  as  for  in- 
stance the  retail  lumber  dealer,  is  interested  in  standardization 
of  lumber  since  he  realizes  the  present  difficulties  which  the 
consumer  faces,  and  can  see  no  absolute  need  for  such  a  con- 
dition. 

Variations  in  the  same  nominal  size  in  different  species  of 
lumber  cause  confusion  in  his  yard  stock.  His  yards  are  filled 
with  all  kinds  of  thicknesses  and  widths,  and  no  one  knows  the 
loss  and  trouble   which   is   entailed. 

The  consumer  accuses  him  of  selling  extra  scant  sizes  and 
proves  it  by  going  into  his  yard  and  showing  him  the  same 
nominal  size  of  material  that  measures  larger  than  the  kind  he 
delivered. 

He  is  in  contrcnersy  with  building  inspectors  and  often  cannot 
furnish  material  that  will  meet  the  requirements  of  city  ordinances 
which  were  framed  in  the  days  when  a  "two  by  four'"  was  a 
"two  by  four." 

He  knows  that  diminished  sizes  have  upset  the  few  standard 
tables   that   the   designer   depended    upon    for   his   load   carrying 


Vol.  XII,  No.  3)  PAUL:    LUMBER    STANDARDS  191 

members,  and  that  a  vast  wave  of  general  protest  is   forming. 
Such  a  condition  does  not  help  his  business. 

The  Manufacturer. — The  manufacturer  in  general  is  interested 
in  standardization  because  he  recognizes  that  the  complaints  of 
the  consumer  and  the  distributor  of  his  product  are  just  and  rea- 
sonable. He  wishes  to  furnish  a  material  which  will  meet  the 
public  demand,  but  fears  that  a  change  in  his  present  sizes  and 
methods  of  grading  may  interfere  more  or  less  seriously  with 
the  routine  of  his  business.  He  knows  that  the  demand  for 
standardization  has  reached  the  point  where  something  will  be 
done  to  remedy  the  present  situation.  He  hears  that  national 
engineering  and  architectural  societies  have  decided  to  formulate 
their  own  standards  and  then  base  their  orders  for  lumber  on 
these  standards.  Needless  to  say  their  proposed  standards  do  not 
take  into  account  the  possible  disturbance  which  may  be  caused 
in  the  lumber  industry^  Even  rumors  of  legislation  have  been 
heard  which  would  specify  finished  sizes  of  lumber  to  be  the 
same  as  present  nominal  sizes. 

The  manufacturer  realizes  that  such  standards  of  size  and  qual- 
ity can  be  developed  best  in  the  industr}^  where  the  material  is 
best  known.  In  this  way,  the  demands  of  the  consumer  can  be 
met  with  the  least  disturbance  in  present  manufacturing  rules  and 
processes.  Co-operation  with  the  consumer  through  representa- 
tive engineering  or  architectural  societies  and  with  the  Forest 
Products  Laboratory,  Madison,  Wisconsin,  should  produce 
standards  which  will  satisfy  the  consumer  as  well  as  the  producer 
and  have  a  real  technical  basis. 
What  Will  Be  the  Effect  of  Standardization? 

True  standardization  for  lumber  will  mean  the  adoption  of : 

a.  A  definite  plan  of  classification  and  nomenclature  to  be  used 
in  describing  kinds,  grades,  and  sizes  of  lumber. 

b.  A  logical  series  of  lumber  grades  based  upon  certain  stand- 
ard defects.  These  grades  to  be  chosen  in  such  a  manner 
as  to  cover  all  species  and  kinds  of  lumber  by  definite  basic 
rules.  These  basic  rules  are  to  be  modified  slightly  by  per- 
mitting or  restricting  other  defects,  if  necessary,  to  meet 
variations  due  to  use  of  product  or  nature  of  growth  in  tree. 

c.  Uniform  sizes  for  all  commercial  grades  and  kinds  of  man- 
ufactured lumber. 

All  books  of  grading  rules  for  lumber  will  follow  the  same 
general  arrangement  of  descriptive  matter. 


192  THE     ARMOUR     ENGINEER  [March,  1921 

The  words,  definitions,  and  trade  terms  used  in  these  books  will 
have  the  same  meaning  with  each  species  of  lumber. 

Designers  will  soon  learti  the  standard  sizes  and  will  know  that 
these  do  not  vary  in  the  different  species.  Also,  that  a  given 
grade  of  lumber  is  practically  the  same  in  all  species,  except  for 
minor  variations  in  defects  which  will  be  stated  clearly  in  the 
grading  rules   for  a  given  species. 

Standard  tables  for  use  in  designing  structures  can  be  pre- 
pared for  architects  and  engineers,  depending  upon  unit  stresses 
only. 

The  industry  will  profit  by  removing  the  present  elements  of 
uncertainty  in  preparing  lumber  specifications,  thus  satisfying  the 
consumer  and  making  it  easy  for  him  to  use  wood  properly.  The 
adoption  of  definite  standards  will  cause  the  designer  to  consider 
wood  more  favorably  and  thus  create  a  greater  demand.  One  of 
the  best  ways  to  meet  competition  is  to  make  it  easier  for  the  con- 
sumer to  buv. 


FERRIS  WHEEL  OF  PARIS  TAKEN  DOWN. 

In  the  recent  past  there  have  been  two  worthwhile  attractions 
in  Paris  for  the  tourists  in  search  of  big  things,  namely,  the 
Eiffel  Tower  and  the  giant  wheel.  But  today  the  latter,  which 
has  been  proclaimed  unsafe  and  a  serious  menace  by  the  powers 
that  be,  is  being  taken  down,  piece  by  piece. 

"La  Grand  Roue,"  as  it  is  called,  was  completed  in  1899  and 
opened  to  the  public  during  the  exposition  of  1900.  It  measured 
325  feet  in  diameter  and  was  of  remarkably  light  construction. 
Since  then  it  has  offered  entertainment  to  tens  of  thousands  of 
visitors  to  Paris,  commanding,  as  it  does,  an  excellent  panorama 
of  the  city.  By  last  October,  however,  the  authorities  decided  that 
the  wheel  was  no  longer  safe,  and  they  stopped  its  operation. 
More  recently  the  owners  of  the  wheel,  finding  no  further  use 
for  their  property  in  its  usual  shape,  decided  to  dismantle  it  and 
to  convert  the  cars  and  steel  and  cables  into  spot  cash.  It  is  just 
as  well  perhaps,  for  Ferris  wheels  have  long  since  outlived  their 
usefulness. 

— "Scientific  American,"  Feb.  26,  1921. 


The  Armour  Engineer 

The   Quarterly  Technical   Publication   of  the 

Armour  Institute  of  Technology 

VOLUME  XII  MARCH,  1921  NUMBER  3 

PUBLISHING  STAFF  FOR  THE  YEAR  1920-1921 
John  P.  Sanger,  Editor  Spenser  N.  Havlick,  M'ng.  Editor 

Fletcher  E.  Hayden,  Bus.  Mgr.        Emil  F.  Winter,  Assoc.  Bus.  Mgr. 

Board   of    Associate    Editors. 

H.  M.  Raymond,  Dean  of  the  Engineering  Studies. 

L.  C.  Monin,  Dean  of  the  Cultural  Studies. 

G.  F.   Gebhardt,  Professor  of  Mechanical  Engineering. 

E.  H.  Freeman,  Professor  of  Electrical  Engineering. 

A.  E.  Phillips,  Professor  of  Civil  Engineering. 

H.  McCormack,  Professor  of  Chemical  Engineering. 

E.  S.  Campbell,  Professor  of  Architectural  Design. 

Published  four  times  a  year,  in   November,    January,    March     and 
May.       Publication     Office:    Federal    and     33rd    Streets,     Chicago. 


TERMS  OF  SUBSCRIPTION. 
The  Armour   Engineer,  four  issues,postage  prepaid,  $1.50  per  annum 

The  Technical  Press  is  invited  to  reproduce  articles, 
or  portions  of  same,  provided  proper  credit  is  given. 

ON  "GETTING  BY" 

Slang  phrases  come  and  go  in  much  the  same  manner  as  do  pop- 
ular songs.  When  such  expressions  do  remain  in  common  speech, 
it  is  because  they  phrase  an  idea  of  constant  occurrence  to  the 
public  mind  in  a  very  forceful  way.  Such  a  phrase  is  the  much 
used  expression — "Getting  By." 

It  is  common  to  envy  the  man  who  "gets  by"  with  his  studies. 

There  are  business  men  who  seem  to  "get  by"  on  their  "pull."' 

Salesmen  are  said  to  "get  by"  on  their  "line." 

The  phrase  is  in  daily  use  everywhere. 

It  first  sprang  into  existence  during  the  recent  war.  Labor 
was  scarce.     Men  of  little  or  no  ability  were  in  great  demand. 


194  THF.     ARMOUR     F.XGIXRKR  [\rarch.  1921 

The  natural  tendency  of  the  worker  was  to  obtain  as  much  money 
for  as  little  work  as  possible.  From  this  tendency  came  the  ex- 
pression, and  as  the  former  has  lasted,  the  latter  has  also  stayed. 

The  appeal  to  "get  by"  is  great,  because  results  which  otherwise 
seem  far  oft  appear  easily  obtainable.  Success  is  made  a  simple 
thing,  and  no  great  effort  is  required  to  attain  it. 

Adherence  to  such  a  creed  through  life,  howe\cr,  will  lead  to 
ultimate  indolence.  It  violates  one  of  the  foremost  laws  of 
science  and  of  common  sense — that  of  the  Conservation  of  En- 
ergy. A  man  certainly  cannot  get  any  more  out  of  an  enterprise 
than  he  i)uts  into  it — and  "getting  by"  implies  that  he  can  do  just 
this. 

"Getting  by"  leads  to  jeaknisy  and  bitterness.  One  sees  the 
goals  reached  by  those  ahead  of  him  without  realizing  the  ac- 
companying eft'ort  spent.     Jealousy  results. 

"Getting  by"  leads  one  to  misrepresent  facts,  for  when  one 
tries  to  ad\ance  without  eft'ort,  a  lie  may  seem  to  open  the  way 
more  easily.  The  impulse  is  followed,  and  when  the  crisis  comes, 
the  man  has  not  "got  the  goods."  and  failure  results.  Inevitably, 
then,  the  circumstances  rather  than  the  creed  are  blamed. 

No  truly  great  man  e\er  "got  by."  Washington  was  one  of  the 
most  conscientious  workers  known.  Lincoln  spent  hours  in  study. 
Edison  and  Stienmetz  are  noted  as  much  for  their  persistencv  as 
for  their  genius.  Hooxer  obtained  his  reputation  for  clear  think- 
ing by  constant  practice  and  concentration. 

Let  no  one  be  fooled  by  this  catch  phrase.  It  may  make  a 
strong  appeal,  but  it  is  false.  "Getting  by"  has  caused  the  atti- 
tude that  is  responsible  for  much  of  our  labor  trouble  today.  It 
has  ruined  more  than  one  promising  business  and  can  lead  to  no 
permanent  good. 

The  creed  which  leads  to  all  true  and  permanent  success  seems 
best  stated  by  one  of  the  ablest  and  most  energetic  Americans 
of  all  time.     Theodore  Roosevelt  says: 

"I  wish  to  advocate,  not  the  doctrine  of  ignoble  ease,  but  the 
doctrine  of  the  strenuous  life — the  life  of  toil'and  effort,  of  labor 
and  strife;  to  uphold  that  highest  form  of  success  which  comes. 
not  to  the  man  who  desires  mere  easv  peace,  but  to  the  man  who 
does  not  shrink  from  danger,  from  hardship,  or  from  bitter  toil, 
and  who  out  of  these  wins  the  splendid,  ultimate  triumph." 


Vol.  XII,  No.  3]  EDITORIALS    •  195 


HOW  DID  YOU  DIE? 


Did  you  tackle  that  trouble  that  came  your  way 

With  a  resolute  heart  and  cheerful? 
Or  hide  your  face  from  the  light  of  day 

With  a  craven  soul  and  fearful? 
Oh,  a  trouble's  a  ton,  or  a  trouble's  an  ounce, 

Or  a  trouble  is  what  you  make  it. 
And  it  isn't  the  fact  that  you're  hurt  that  counts, 

But  only  how  did  you  take  it? 


You  are  beaten  to  earth?    Well,  well,  what's  that? 

Come  up  with  a  smiling  face. 
It's  nothing  against  you  to  fall  down  flat, 

But  to  lie  there — that's  disgrace. 
The  harder  you're  thrown,  why  the  higher  you  bounce ; 

Be  proud  of  your  blackened  eye! 
It  isn't  the  fact  that  you're  licked  that  counts; 

It's  how  did  you  fight — and  why? 


And  though  you  be  done  to  the  death,  what  then  ? 

If  you  battled  the  best  you  could, 
If  you  played  your  part  in  the  world  of  men. 

Why,  the  Critic  will  call  it  good. 
Death  comes  with  a  crawl,  or  comes  with  a  pounce, 

And  whether  he's  slow  or  spry. 
It  isn't  the  fact  that  you're  dead  that  counts. 

But  only  how  did  you  die? 

— Impertinent  Poems,  by  Edmund  Vance  Cooke. 


THE  ARMOUR  INSTITUTEOF    TECHNOLOGY  BRANCH 

OF  THE 
AMERICAN  SOCIETY  OF  MECHANICAL  ENGINEERS 

Charles   T.   Walter President 

John   P.    Sanger I' ice-President 

Robt.  W.  Van  Valzah Treasurer , 

William  A.   Heitner Secretary 

A  general  meeting  of  all  the  meclianical  students  was  held  in 
the  Mission  on  Januar\'  12,  1921. 

The  program  consisted  of  a  motion  picture  film  on  "Car  Motor 
Truck  Axles.*"  This  film  was  purely  educational,  and  proved 
very  instructive. 

An  illustrated  lecture  was  given  by  Mr.  G.  R.  Read  on  "Dia- 
mond and  Gold  Mining  in  Africa."  Mr.  Read's  lecture  was  en- 
tertaining and  instructi\e,  giving  an  insight  not  only  of  the  opera- 
tions of  the  mine,  but  also  of  the  way  in  which  the  natives  live  in 
the  Transvaal. 

"A  Summer  Spent  on  an  Ore  Boat"  was  the  topic  discussed  by 
Mr.  Paul  Rupprecht  in  which  he  cfescribed  the  methods  in  which 
ore  is  shipped  and  loaded  at  the  various  docks  on  the  Great  Lakes 
route.  His  account  was  so  interesting  that  many  expressed  their 
desire  to  ship  out  on  the  Great  Lakes  during  the  Summer. 

Other  topics  were :  "The  Manufacture  of  Condensed  Milk,"  by 
Mr.  H.  E.  Hagen,  and  "Drilling  for  Oil."  by  Mr.  .Mark  Rumley. 

Mr.  Rumely  explained  many  of  the  difficulties  encountered  in 
this  work.  He  told  of  one  instance  when  the  rope  snapped  and  the 
drill  head  was  lost  in  the  bottom  of  the  bore.  Since  the  tool  could 
not  be  retrieved  it  was  necessary  to  "shoot"  the  well.  This  meant 
that  2000  feet  of  casing  had  to  be  pulled  up  and  a  charge  of  nitro- 
glycerine exploded  at  the  bottom  of  the  bore.    The  way  in  which 


Vol.  XII,  No.  3J  ENGINEERING  SOCIETIES  197 

he  explained  this  and  other  methods  of  procedure  proved  very 
interesting.  His  talk  was  entirely  extemporaneous,  since  the  time 
left  was  insufficient  for  the  discussion  of  his  original  topic. 

The  annual  "Smoker"  was  held  in  the  Y.  M.  C.  A.  rooms  at 
Armour,  on  February  25th.  It  was  one  of  the  BIG  events  on  the 
A.  S.  M.  E.  schedule  for  1921. 

The  program  was  arranged  by  Messrs.  S.  Webster,  B.  Wolge- 
muth  and  S.  Barce,  of  the  social  committee,  who  supplied  "eats" 
and  "smokes"  in  abundance. 

Professor  George  F.  Gebhardt,  who  was  the  speaker  of  the  eve- 
ning, briefly  outlined  the  object  of  the  Society  by  calling  attention 
to  its  value  and  application.  He  expressed  regret  for  those 
freshmen  and  sophomores  who  did  not  avail  themselves  of  this 
opportunity  to  become  acquainted  with  the  Faculty  of  the  Me- 
chanical Department  and  other  members  of  this  Society,  since 
this  was  primarily  the  purpose  of  the  Smoker. 

Several  other  Professors  were  called  upon  to  say  a  few  words, 
and  the  way  they  responded  showed  their  willingness  to  co-op- 
erate with  the  students— which  is  manifestly  the  true  Armour 
spirit. 

W.  A.  Heitner,  Secretary, 


ARMOUR  INSTITUTE  OF  TECHNOLOGY  BRANCH 
AMERICAN  INSTITUTE  OF  ELECTRICAL  ENGINEERS 

R.    C.    Malwitz Chairman 

T.  L.  Albee Secretary 

W.  W.   Pearce Treasurer 

The  A.  I.  E.  E.  Smoker  originally  planned  for  January  7, 
192 1,  had  to  be  postponed  because  it  conflicted  with  other  school 
activities.  The  postponement  was  announced  at  the  meeting  of 
January  6,  but  in  spite  of  this  disappointment,  the  talks  and  dis- 
cussions at  the  meeting  were  heartily  enjoyed. 

Exams  then  approached  with  the  end  of  the  semester,  and  of 
course,  interest  was  centered  strongly  on  matters  other  than  the 
A.  I.  E.  E.  It  was  necessary,  therefore,  to  wait  until  the  second 
semester  was  well  under  way  before  the  next  meeting  could  be 
called.  On  February  18,  a  regular  meeting  was  held,  and  the 
Smoker  arranged  for  the  evening  of  February  25.     At  this  meet- 


198  THK     ARNFOUR     ENGINEER  [March,  1921 

ing,  an  instructive  lecture  on  "Moving  Picture  Projectors  and 
llieir  Accessories,"  was  given  by  Robert  P.  Bums,  and  a  talk 
on  "Salesmanship  in  Engineering,"  by  Fletcher  E.  Hayden. 

The  Smoker  on  the  25th  v^^as  a  complete  success,  in  spite  of 
the  fact  that  the  outside  speakers  failed  to  appear.  Chairman 
Mahvitz  opened  the  festivities  and  was  followed  by  Prof.  Freeman 
who  gave  a  long  talk  on  "The  Character  of  an  Engineer."  He 
explained  the  various  systems  of  character  judging  used  by  sev- 
eral big  companies  in  selecting  men  for  engineering  jobs,  and  he 
showed  a  few  of  the  ways  by  which  students  can  examine  them- 
selves, and  work  towards  improvement  in  character. 

After  Professor  Freeman's  talk,  the  refreshments  were  served. 
"Smokes"  were  plentiful  and  good ;  and  the  "eats"  were  more  than 
enjoyable.  Music  was  furnished  by  Harry  Kihlstrom 
and  George  Zahrobsky,  with  piano  and  violin.  The  meeting  be- 
came a  real  "get-together"  social  affair,  with  card-playing, 
talking,  and  music,  and  was  thoroughly  enjoyed  until  the  lights 
went  out  at  1 1  :30. 

Watch  for  the  future  "doings"  of  the  A.  I.  E.  E. 

T.  L.  Albee,  Secretaary. 


ARMOUR  BRANCH  OF  THE  WESTERN  SOCIETY 
OF  ENGINEERS 

R.    M.    Singer President 

G.   C.   Kumbera Vice-President 

G.   W.    Peterson Treasurer 

A.  Appelbaum   Secretary 

Attention  should  be  called  to  the  quality  of  the  lectures  pre- 
sented to  the  society  during  1920,  which  were  especially  successful 
due  to  the  efforts  of  the  President  in  procuring  speakers  of  inter- 
est and  ability. 

.^t  the  last  meeting  December  8,  1920,  Mr.  Langdon  Pearse, 
chief  engineer  of  the  Sanitar}-  District  of  Chicago,  gave  a  talk 
on  the  subject  of  "Sewage  Treatment  and  Disposal."  His  dis- 
course did  not  only  include  the  problems  of  design  and  construc- 
tion, but  also  the  various  difficulties  that  arise  in  financing  a  sewer- 
age project.  The  speaker  placed  great  stress  on  the  necessity  of 
diplomatic  dealings  with  the  "average"  citizen  who  knows  little 
and  cares  less  about  this  matter  so  vital  to  his  welfare.  The 
meeting  was  brought  to  a  close  after  a  general  discussion  by  the 


Vol.  XII,  No.  3]  ENGINEERING  SOCIETIES  199 

members.  Undoubtedly,  'Mr.  Pearse's  lecture  was  a  benefit  to 
everj'-one  present,  and  we  all  hope  he  favors  us  again  in  the 
near  future. 

Since  the  last  issue  of  the  "Engineer,"  many  names  have  been 
added  to  our  membership  list.  At  the  present  writing  our  total 
enrollment  consists  of  sixty-three,  including  both  active  and  par- 
ticipating members. 

The  next  meeting  will  take  place  on  March  2,  192 1.  The 
main  business  will  be  the  election  of  officers  for  the  next  tenn. 
The  required  petitions  for  nomination  are  now  being  drawn  up, 
and  from  all  indications  a  spirited  race  is  sure  to  ensue.  The 
earnest  co-operation  of  all  concerned  assures  the  progress  of  the 
society,  and  the  results  of  the  coming  period  will  most  probably 
be  even  more  remarkable. 

A.  Appelbaum,  Secretar}-. 


ARMOUR  RADIO  ASSOCIATION 

President  E.  A.  Goodnow 

Chief  Operator H.   I.   Hultgren 

Secretary Ralph  Kenrick 

The  sixth  regular  meeting  of  the  Association  was  held  on  Jan- 
uary 5,  192 1,  in  the  Physics  Lecture  Room.  This  meeting  was 
featured  by  a  laboratory'  demonstration  of  the  radio  telephone. 
Mr.  A.  R.  Mehrhof,  in  conjunction  with  Prof.  Wilcox,  set  up 
a  complete  radio  telephone  transmitting  and  receiving  station. 
The  transmitter  was  of  the  vacuum  tube  type,  employing  grid 
circuit  modulation.  The  results  obtained  were  fairly  satisfactory 
considering  the  fact  that  no  antennae  was  used.  Mr.  Mehrhof 
gave  an  illustrated  lecture  on  "Methods  of  Modulation"  with 
particular  reference  to  modulation  produced  by  the  human  voice. 
He  explained  that  in  general  modulation  is  the  impressing  of  one 
frequency  upon  another  higher  frequency.  In  the  case  of  radio 
telephony  he  explained  that  the  variable  frequency  of  the  human 
voice  is  impressed  upon  the  much  higher  frequency  produced 
by  the  oscillator  circuit  of  the  transmitter.  The  various  circuits 
that  can  be  used  to  produce  this  result  were  projected  upon  the 
screen,  and  explained  in  detail  by  the  speaker.  The  circuit  dia- 
grams shown  included  arc  sets,  vacuum  tube  sets,  and  one  circuit 
.showed  a  method  of  using  a  high  frequency  alternator  through 


290  THE     ARMOUR     ENGINEER  [March,  1921 

properly  amplified  field  circuit  control.  The  lively  discussion 
which  followed  this  talk  was  evidence  of  the  interest  shown  by 
the  members.  The  application  of  the  magnetic  amplifier  of  Dr. 
Alexanderson,  in  this  connection  "was  pointed  out  by  Prof. 
Wilcox. 

The  next  meeting  of  the  Association  was  held  on  Fobruar^^  2, 
192 1,  in  the  Radio  Room  in  Chapin  Hall.  The  Association  was 
fortunate  in  securing  a  "Magnavox"  loud  speaking  telephone  for 
this  meeting.  The  loud  speaker  was  used  in  conjunction  with 
a  four  step  vacuum  tube  amplifier.  Spark  stations  in  the  local 
district  were  received  with  a  deafening  roar  capable  of  being 
heard  all  over  the  building.  Wireless  telephone  music  from  an 
amateur  station  was  received  with  sufficient  intensity  to  be  heard 
clearly  anywhere  in  the  room.  An  interesting  thing  noted  was 
that  with  four  steps  of  amplification  the  distortion  of  the  music 
was  almost  negligible.  Using  the  station's  low  power  undamped 
wave  transmitter  (9YL)  communication  was  carried  on  with 
several  amateur  stations  in  the  vicinity. 

Ralph  Kenrick,  Secretary. 


DID  YOU  GET  ONE? 

Your  last  chance  to  secure  a  copy  of  the  1919-20  "Cycle."  The 
Senior  Class  has  reduced  the  price  of  the  "Cycle,"  bound  in  green, 
black  or  tan  leather,  which  formerly  sold  at  $5.00  to  $3.00.  There 
are  only  a  few  copies  on  hand,  so  mail  your  remittance  promptly 
to  S.  N.  Havlick.  care  Armour  Engineer. 


iiiiiiiHiiiiiiiiiiiiiiiiiNiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiJiiiiiiiiiiiiiiiiiniiiiiiiiiiniiiiiiiiiiiiiiiiiiiiiitiiHiiiiiiiiiiin 

i  COLLEGE  NOTES  | 

iTiiiiiiiiiiiiiiiiiriiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiMiiiiiiiiiiiiiiiiiiiniiiiMiMiiiiiiiiiiili 

THE  VISIT  OF  THE  SENIORS  TO  ARMOUR  AND 
COMPANY 

On  Thursday,  February  17,  the  entire  Senior  class  and  a  large 
number  of  the  professors  of  the  Institute  made  what  proved  to 
be  a  very  interesting  and  profitable  trip  through  the  Armour  and 
Company  plant  at  the  Stockyards,  at  the  invitation  of  Mr.  Phillip 
D.  Armour.  The  men  met  in  the  Armour  and  Company  g\'m- 
nasium  at  8:15  in  the  morning  where  they  were  divided  into 
groups  according  to  their  particular  line  of  work.  Each  group 
was  under  the  guidance  of  an  expert  in  its  Hne.  Thus  the  Mechan- 
ical Engineers  were  under  the  direction  of  the  Assistant  Master 
Mechanic,  the  Chemicals  were  guided  by  a  chemist,  the  Electricals 
by  a  man  from  the  electrical  department,  and  the  Civil  Engineers 
and  the  architects  were  in  charge  of  a  construction  expert.  This 
arrangement  made  it  possible  for  each  man  to  see  that  part  of  the 
plant  which  interested  him  most,  and  the  plan  worked  out  to 
perfection. 

The  entire  group  was  first  taken  as  a  unit  through  the  killing, 
skinning,  and  butchering  departments,  and  the  progress  of  the 
animals  w'as  followed  from  the  stock  pens  straight  through  to  the 
wholesale  market.  The  most  impressive  thing  about  this  part  of 
the  trip  was  the  perfect  co-ordination  of  all  the  units  performing 
the  work.  Division  of  labor  was  here  carried  to  the  limit  and 
each  man  had  but  a  single  operation  to  perform  on  the  animal 
as  it  passed  slowly  by  him  hung  from  an  overhead  trolley.  When 
it  was  realized  that  but  ^2  hours  elapse  between  the  time  when  the 
animal  enters  the  plant  and  is  ready  for  shipment,  some  idea  of 
overall  efficiency  was  gained. 

After  the  trip  through  the  main  plant  the  groups  divided,  and 
each  spent  the  rest  of  the  morning  inspecting  that  part  of  the 
plant  which  was  of  greatest  interest  to  them.  The  Mechanical  En- 
gineers spent  most  of  their  time  in  the  power  plant  and  about  the 
refrigeration  machinery ;  the  Chemicals  visited  the  laboratories 
and  the  oleomargerine  plant;  and  the  Electricals  and  Civils  each 
visited  places  of  special  interest  to  them.     In  each  of  these  de- 


292 


THE     ARMOUR     ENGINEER  [March,  1921 


Vol.  XII,  N0..3]  COLLEGE  NOTES  203 

/ 

partments  the  results  of  keen  engineering  analysis  as  applied  to 
the  particular  problem  of  the  packers  were  seen,  but  a  detailed 
description  of  the  devices  would  be  impossible  here. 

At  12  .-30  the  groups  reassembled  at  the  g}'mnasium  where  they 
were  met  by  Mr.  Armour  and  had  their  picture  taken,  a  copy 
of  which  is  shown  here.  The  men  then  went  to  the  lunch  room  in 
the  main  building  where  they  were  ser\^ed  a  truly  excellent  dinner 
topped  off  by  some  genuine  strawberr}-  shortcake. 

Mr.  Philip  Armour  then  gave  a  short  talk  on  the  relation  of 
the  Institute  to  Armour  and  Company.  Mr.  White,  vice-president 
of  the  \A"hite  Motor  Truck  Co.,  gave  a  very  interesting  discussion 
of  the  future  of  the  truck  industry.  Mr.  Noble  spoke  on  the 
relation  of  the  cattle  raising  industr}^  to  the  stock  yards,  and  Col. 
Evans,  an  Armour  man  of  '12,  gave  some  very  graphic  remin- 
iscences of  his  college  days.  Dr.  Gunsaulus  concluded  with  a 
few  of  his  usual  apt  remarks. 

The  men  who  went  on  the  trip  enjoyed  a  very  profitable  and 
interesting  visit,  and  were  very  glad  to  hear  that  it  is  to  be  made 
an  annual  custom— the  date  to  be  between  the  birthdays  of  Lin- 
coln and  of  Washington.  All  of  the  men  are  exceedingly  grate- 
ful to  Mr.  Armour  for  his  excellent  hospitality  and  wish  to  thank 
him  greatlv. 


UNCOLN'S  AND  WASHINGTON'S  BIRTHDAYS. 

Two  very  interesting  assemblies  were  held  during  the  month 
of  February,  one  on  Friday  the  nth,  in  memory  of  Lincoln's 
birthday,  and  one  on  Tuesday  the  22nd,  in  memory  of  Washing- 
ton's birthday. 

At  the  first  of  these  President  Gunsaulus  delivered  a 
very  interesting  lecture  on  Abraham  Lincoln. 

At  the  second  Mr^  Eugene  Prussing,  an  eminent  lawyer  of  Chi- 
cago, talked  on  "W^ashington  as  an  Engineer."  Mr.  Prussing 
brought  out  clearly  that  while  Washington  was  noted  most  for  his 
ability  as  a  soldier  and  as  a  statesman,  he  owed  his  success  to  that 
clear  thought  and  ability  to  organize  which  everv-where  character- 
ize the  successful  engineer.  Some  incidents  of  the  personal  life  of 
W^ashington  were  told  which  showed  that  even  at  an  early  age, 
he  was  trained  in  the  engineering  point  of  view. 


204  THE     ARMOUR     ENGINEER  [March,  1921 

BASKETBALL 

Since  the  last  issue  of  the  Armour  Engineer  the  basketball  team 
has  played  a  number  of  interesting  games,  the  first  of  which  was 
with  Notre  Dame  in  the  Armour  gymnasium.  This  game  was  one 
of  the  hardest  fought  of  the  season  due  to  the  strong  defense  of 
the  opposing  team  which  consisted  of  football  men.  Coughlin, 
Kiley  and  Anderson  were  All  American  football  material.  The 
visitors  came  to  Armour  expecting  an  easy  victory  since  they 
had  a  clean  slate  for  the  entire  season.  Their  attitude  changed, 
however,  when  the  Armour  team  started  the  scoring  with  a  four 
point  lead.  Mehre,  center  for  Notre  Dame,  put  his  team  in  the 
lead  with  a  series  of  long  clean  shots.  Schumacher  made  five 
baskets  for  Armour  while  Witashkis  and  Havlick  each  made 
three.  The  game  was  the  best  attended  one  of  the  season  and 
many  expectant  visitors  were  turned  away  due  to  the  limited 
capacity  of  the  gymnasium.       f 

The  Armour  team  defeated  the  Chicago  Technical  College  by 
superior  pass  work  in  an  easy  game  on  the  Tech  floor  by  a 
score  of  31  to  9.  Sippel.  Witashkis  and  Schumacher  made  the 
greater  number  of  points  for  Armour. 

The  Lake  Forest  team  was  the  next  to  meet  defeat  by  the 
Armour  quintet.  The  game  was  played  at  Lake  Forest  and  was 
the  slowest  game  of  the  season  due  to  the  strict  refereeing.  The 
Lake  Forest  team  had  a  lead  at  the  half  of  19  to  12,  but  the 
Tech  players  came  back  strong  in  the  second  half  with  close 
guarding  and  snappy  passes  and  defeated  their  opponents  by  the 
narrow  margin  of  24  to  25. 

The  Institute  players  made  a  trip  to  Rock  Lsland,  Illinois,  and 
played  Augustana  College  of  that  city.  The  Augustana  play- 
ers gained  an  early  lead  which  they  held  throughout  the  entire 
game,  Bengston  being  their  leading  scoring  factor.  Havlick  led 
the  Armour  scorers  with  four  baskets. 

The  Tech  players  next  visited  the  American  College  of  Physi- 
cal Education  of  Chicago  and  obtained  a  victory  by  a  score  of  25 
to  20.  The  Institute  team  was  handicapped  by  the  loss  of 
Schumacher's  assistance  because  of  an  injury  to  his  side  in  the 
Augustana  game.  Havlick  added  the  bulk  to  the  Tech  score 
with  seven  baskets.  The  score  at  the  half  was  18  to  22  in 
Armour's  favor.  During  the  second  half  both  teams  tightened 
up  on  their  defense,  and  as  a  consequence  only  one  basket  was 
made  by  each  team  during  the  second  period. 


Vol.  XII,  No.  3]  COLLEGE  NOTES  205 

Lake  Forest  came  to  Armour  to  take  a  victory  to  avenge  their 
defeat  on  their  home  floor  but  were  again  beaten  by  the  Engineers. 
The  game  was  a  hard  fought  one,  the  score  at  the  half  being  14 
to  15  with  the  margin  belonging  to  Armour.  By  the  end  of  the 
second  half  the  Tech  players  had  increased  their  score  by  a  greater 
proportion  than  their  opponents  had,  the  final  score  being  29  to  24. 
.Schumacher  featured  for  Armour  with  eight  baskets. 

When  the  Armour  players  journeyed  to  South  Bend,  Indiana, 
to  play  the  Notre  Dame  quintet  a  return  game  they  encountered 
the  unexpected  and  unprepared  for — a  dirt  floor.  As  a  result 
the  team  met  the  greatest  defeat  of  the  season,  being  unable  to 
pivot,  stop  or  turn  quickly  without  cleats  on  their  shoes.  The 
Notre  Dame  team  was  disappointed  as  they  had  expected  a  very 
hard  game  after  their  experience  in  the  Armour  gymnasium. 

Elmhurst  College  team  came  to  Armour  and  were  defeated 
28  to  14.  Schumacker  made  six  baskets  for  Armour,  Havlick 
three  and  Kuehn  and  Witashkis  each  two.  Heckmann  made  the 
greater  number  of  baskets  for  the  visitors.  No  baskets  were 
made  by  Armour  on  free  throws  while  the  visitors  added  four 
points  to  their  score  in  this  manner. 

The  Tech  team  made  it's  final  trip  of  the  season  to  Southern 
Illinois,  where  they  played  against  the  Illinois  Wesleyan  and  James 
Millikin  Universities  at  Bloomington  and  Decatur,  respectively. 
These  teams  are  rated  among  the  strongest  in  the  state  and  ex- 
pected easy  victories.  On  February  21st  the  Armour  team  was 
beaten  by  Illinois  Wesleyan  in  a  close  and  hard  fought  game. 
The  score  at  the  half  was  14  to  12  in  Illinois  favor,  the  final  score 
being  31  to  40.  Schumacker  made  six  baskekts  for  Armour,  Hav- 
lick and  Witashkis  each  adding  three  more.  At  no  time  in  the 
game  did  the  Wesleyan  team  have  a  safe  lead. 

■On  February  22nd,  the  night  following  the  Wesleyan  game,  the 
Institute  team  defeated  the  James  Millikin  University,  in  a  strenu- 
ous battle  on  their  home  floor.  The  game  was  characterized  by 
the  close  guarding  of  both  sides.  The  Armour  team  gained  the 
lead  in  the  first  half,  which  ended  in  their  favor  with  a  score  of 
10  to  I.  It  was  thirty-two  minutes  before  the  Milliken  team  were 
able  to  score  a  basket,  though  they  were  the  first  to  score  during 
the  game.  Each  team  played  a  half  without  scoring  a  basket. 
The  final  score  was  8  to  12.  James  Millikin  has  defeated  the 
University  of  Illinois  and  Illinois  Wesleyan  and  many  other  of 
the    strong   teams    in    tlie    state,    so    that    this    victory    for    the 


206  j  ;      THE     AR^rOUR     EXGIXEER  [March.  1921 

Armour  team  was  one  to  be  proud  of.  The  Institute  team  was 
greatly  handicapped  on  this  trip  due  to  the  absence  of  Ahlbeck, 
the  Tech's  star  forward,  due  to  injuries. 

During  the  game  the  Armour  team  was  supported  by  a  lone 
rooter  who  proved  to  be  a  very  efficient  one,  namely,  Mr.  Donald 
Willard,  an  Alumnus  from  '05.  At  Decatur  the  team  was  the 
guest  of  Mr.  Willard  at  the  Oriental  Inn,  after  which  he  took  the 
players  on  an  inspection  trip  to  the  Decatur  Malleable  Iron  Co., 
of  which  he  is  president.  The  team's  final  trip  proved  to  be  the 
most  successful  and  enjoyable  of  the  season. 

The  final  game  of  the  1920-21  season  was  played  in  the  Armour 
gymnasium  against  the  Augustana  College  of  Rock  Island.  The 
visitors  came  fully  intending  to  defeat  the  Armour  team,  as  they 
had  done  for  three  successive  games  in  the  past.  This  was  one 
of  the  hardest  fought  and  most  interesting  games  of  the  season, 
and  at  the  half  appeared  to  be  a  defeat  for  tlie  Engineers,  the 
score  being  23  to  14.  in  favor  of  the  visitors.  In  the  second  period 
the  Tech  players  tightened  up  on  their  guarding  and  increased 
their  score  by  spectacular  basket  shooting.  With  four  minutes 
to  play  the  score  was  tied.  During  the  remainder  of  the  game 
the  Tech  players  added  one  more  basket  to  their  credit,  making 
them  victors  by  a  33  to  31  score. 

After  the  game  a  meeting  was  held  in  which  the  team  elected 
Don  Rutishauser  next  year's  Captain. 

Much  credit  is  due  Professor  Schommer  for  the  success  of  the 
team  during  the  latter  part  of  the  season.  He  took  charge  of  the 
coaching  after  \\'.  E.  Johnson's  resignation  was  recjuested,  and 
was  able  to  carry  the  team  over  the  most  difficult  part  of  the 
schedule  and  obtain  five  victories  out  of  seven  games. 


BASEBALL 

The  baseball  season,  192 1,  was  ushered  in  on  March  first.  Base- 
ball practice  has  already  begun  under  the  direction  of  Coach  J. 
Leo  Walsh,  a  first  baseman  on  the  Bloomington  Champion  team. 
1920,  and  under  contract  to  play  in  the  Three-Eye  League  upon 
the  completion  of  his  work  with  the  Armour  Institute  of  Tech- 
nology on  June  first. 

The  new  coach  opened  up  practice  by  giving  the  candidates  a 
line  on  the  proper  methods  of  bunting,  and  batting,  as  well  as  the 
knack  of  picking  up  grounders.    A  host  of  new  material  appeared 


Vol.  XII,  No.  3]  COLLEGE  NOTES  207 

to  cast  their  lot  for  places  on  the  college  team.  It  is  Walsh's 
opinion  that  a  strong  team  may  be  formed  out  oFthe  35  players 
that  are  now  undergoing  the  tests  outlined  for  them. 

The  Institute  is  in  great  need  of  a  pitching  staff.  About  a  half 
dozen  candidates  have  taken  to  the  mound.  The  only  nucleus 
left  around  which  to  build  a  strong  pitching  staff  is  made  up  of 
Van  Dyke,  Gilbertson  and  Desmond.  Infielders  who  look  good 
are  Tener,  Rutishauser,  Rowe,  Kuehn,  Schumacher,  Sippel,  Hard- 
wicke,  Bradley,  Latta,  Rupprecht,  Anderson,  Stoker,  Parkin, 
Spaid,  Andrzelcyk  and  others. 

It  is  anticipated  at  this  time  that  when  the  Board  of  Athletic 
Control  meets,  they  will  adopt  the  following  schedule  for  the 
season   1921 : 

Elmhurst  College  at  Armour  Sat.     April    2 

Beloit  College  ,    •  at  Beloit  Mon.  April    4 

Northwestern   University  at  Evanston Sat.     April    9 

University  of  Chicago  at  Stagg  Field Tues.  April  12 

Augustana  College  at  Armour  Fri.     April  15 

Concordia  Teachers  College       at  Armour   Tues.  April  19 

Bradley    Polytechnic    Institute  at  Peoria    Wed.  April  27 

Lake  Forest  College  at  Armour   Sat.      April  30 

Beloit  CollegS  at  Armour   Tues.    May    3 

Bradley    Polytechnic    Institute  at  Armour   Fri.       May    6 

Augustana  College  at  Rock  Is'nd Sat.       May    7 

Elmhurst  College  at  Elmhurst Wed.     May  11 

Lake  Forest  College  at  Lake  Forest  .  .  .  .Mon.    May  16 

Valparaiso  University  at  Armour   Fri.       May  20 

Concordia  Teachers  College       at  Oak  Park Sat.       May  21 

Valparaiso  University  at  Valparaiso Mon.    May  23 

De  Pauw  University  at  Greencastle Tues.    May  24 

What  is  the  most  sought  attribute  of  a  baseball  team? 

That  question  has  been  answered  and  discussed  by  many  coach- 
es. Some  say  that  the  ability  to  have  freeness  of  motion  is  the 
greatest  asset.  Others  assert  that  to  be  able  to  throw  quickly  and 
accurately  is  the  difference  between  victory  and  defeat.  Still 
others  contend  that  teamwork  wins  every  contest. 

It  must  be  conceded  that  no  team  would  be  a  success  without 
the  accomplishments  named,  still  the  predominating  factor  gov- 
erning a  coach's  actions  as  he  starts  his  players  along  the  train- 
ing   route    is    to    round    them    into    condition    and    keep    them 


208  '        THE     ARMOUR     ENGINEER  [March,  1921 

that  way.  By  condition  is  meant  that  state  of  physical  perfection 
that  will  keep  a  team  fresh  and  fast  to  the  final  inning,  and  will 
keep  it  at  the  same  point  of  alertness  the  last  inning  as  in  the 
opening  one. 

Many  a  game  has  been  won  or  lost  just  because  the  players 
were  or  were  not  able  to  stand  the  galT.  In  fact  some  coaches 
go  so  far  as  to  say  that  ever}^  game  that  was  ever  won  was  due 
to  the  superiority  of  the  winner's  condition. 

Although  that  statement  is  rather  broad  and  will,  no  doubt,  be 
disputed  by  many  authorities,  still  it  is  true  that  the  team  that  goes 
into  the  game  in  good  physical  condition  has  a  great  advantage 
over  the  opponents  that  start  to  lag  after  the  seventh  inning. 

The  more  seasoned  a  team  is,  the  greater  are  their  chances  for 
winning. 


SENIOR  CHEMICAL  THESES 

The  Estimation  of  Benzene  in  Admixture  with  Parafin  Hydro- 
carbon.— Raymond  S.  Scherger. 

The  Formation  and  Properties  of  Benzene  Meta  Di-sulphonic 
Acid. — Cornelius  Sippel,  Jr..  and  Harry  W.  Ahlbeck. 

The  Studyof  the  Formation  of  Aluminum  Nitride. — Eugene  B. 
Rudd  and  Lawrence  L.  Veit. 

Zinc  Nitride,  Its  Formation,  Properties  and  Alloys. — William 
J.  Savoye  and  Alfred  R.  Edwards. 

Heat  Transmission  in  Condenser  Coils.- — Walter  J.  Anderson 
and  Lyman  D.  Judson. 

The  Study  of  the  Formation  of  Chromates  and  Di-chromates. — 
Hilton  Kaplon  and  Herman  JM.  Schiflfman. 

The  Absorption  of  Carbon  Dioxide  from  Gas  Mixtures. — 
Aaron  Pashkow. 

Electrostatic  Precipitation  of  Soaps  from  Oils. — Mynhart  O. 
Brueckner  and  George  M.  Dowse. 

Reduction  of  Ortho-Nitro-Benzoic  Acid. — Emil  F.  Winter 
and  Emil  W.  Pfafflin. 


Vol.  XII,  No.  31  COLLEGE   iNOTES  209 

SENIOR  ELECTRICAL  THESES 

F.  A.  Anderson,  F.  E.  Hayden:  A  Partial  Illumination  Survey 
of  the  City  of  Chicago. 

L.  S.  Bloom,  G.  J.  Zahrobsky:  The  Design,  Construction,  and 
Test  of  a  SHp  Meter. 

R.  O.  Klenze,  C.  A.  Grabendike:  The  Effect  of  Spark  Fre- 
quency Upon  the  Ignition  Range  of  Explosive  Vapor  Mixtures. 

M.  J.  Grill,  H.  F.  Schreiber :  The  Design,  Construction,  and 
Test  of  an  Electro-Magnetic  Dynamometer. 

H.  C.  Kihlstrom,  J.  J.  O'Rourke :  The  Design  of  a  20,000 
K.  V.  A.  Power  Plant. 

R.  J.  Grant:  A  Cost  Estimate  of  a  20,000  K.  V.  A.  Power 
Plant. 

T.  L.  Albee,  R.  C.  Malwitz :  The  Relative  Cost  of  Operating 
Steam  and  Electric  Locomotives  for  Switching  Purposes  on  the 
St.  Paul  R.  R.  Industry  Tracks, 

W.  W.  Pearce,  D.  L.  Rosendal :  The  Design,  Construction, 
and  Test  of  a  Vacuum  Tube  Radio  Telephone. 

R.  Knotek,  J.  Newman :  The  Thermal  Control  of  Electric 
Heating  Appliances. 

D.  K.  Muramoto :     A  Studv  of  Commercial  Illumination. 


iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiin 

1  ALUMNI  NOTES  1 

iTiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii:iiiiiii;iiiii 

A   LOYAL   ALUMNUS 

During  the  basketball  team's  recent  trip  to  Decatur,  Illinois, 
where  they  played  against  the  James  Millikin  University,  the 
following  incident  occurred :  It  was  between  the  halves  and  the 
team  had  gone  to  the  dressing  rooms  to  rest.  The  score  was  lo  to 
I  in  favor  of  Armour.  When  the  reserve  players  who  had  been 
sitting  on  the  bench  came  down  they  said  "Keep  it  up  fellows,  you 
are  playing  a  wonderful  game.  The  whole  grandstand  is  with 
you,  rooting  against  their  own  men."  Later  it  was  discovered 
that  Mr.  Donald  W'illard,  '05,  was  the  source  of  all  the  cheering. 

After  the  game  Mr.  File,  a  Millikin  Alumnus,  Mr.  N.  Peterson, 
an  Armour  instructor  who  managed  the  team,  and  the  team  were 
the  guests  of  Mr.  W'illard  for  dinner  at  the  Oriental  Inn.  It  was 
a  men-}'  group  that  compared  the  college  days  of  '05  with  those 
of  '21.  And  what  could  be  more  pleasing  to  a  basketball  player 
than  an  elaborate  dinner  after  a  hard  fought  game  ? 

After  dinner  Mr.  Willard  called  up  the  Decatur  Malleable 
Iron  Co.,  of  which  he  is  president,  and  had  the  night  watchman 
illuminate  the  plant.  The  entire  party  was  then  driven  in  Mr. 
Willard's  and  Mr.  File's  automobiles  to  the  Decatur  Malleable 
Iron  Co.,  and  an  inspection  trip  through  ever}'  part  of  the  industry 
was  conducted  by  Mr.  Willard  who  explained  each  process  in 
detail.  This  trip  proved  a  very  instructive  and  enjoyable  one. 
Features  which  impressed  all  were  the  cleanliness  of  the  plant, 
the  modern  equipment  and  the  high  test  results  of  the  products. 
Another  point  of  interest  was  that  Mr.  Willard  has  in  daily  use 
the  slide  rule  and  set  of  drawing  instruments  which  he  purchased 
when  he  entered  the  Academy  of  the  Armour  Institute. 

The  team  wishes  to  express  its  appreciation  to  Mr.  Willard  for 
making  the  Decatur  trip  the  most  enjoyable  trip  of  the  season. 


NEW  ADDRESSES 


James  G.  Shakman,  '14.  has  left  Chicago  to  take  a  position  in 
Pittsburgh  with  the  International  Filter  Co. 

George  W.  Smith,  '06,  is  now  connected  with  the  Central  Texas 
Ice  and  Light  Co.,  Marlen,  Texas. 


Vol.  Xn,  No.  3]  ALUMNI   NOTES  211 

R.  H.  Sarle,  '17,  who  has  been  doing  such  satisfactory  work 
with  the  Cutler  Hammer  Co.,  has  moved  to  the  Allis-Chalmers 
Mfg.  Co.,  of  Milwaukee.  He  is  to  be  in  the  Hydraulic  Turbine 
Dept. 

I.  R.  Wishnick,  '14,  is  now  president  of  the  Wishnick-Tumpeer 
Chemical  Co;,  Chicago. 

Milton  Foskett  Daniels,  '11,  for  some  time  past  with  the  Home 
Insurance  Co.  of  Chicago,  has  been  transferred  to  their  Portland, 
Oregon,  office. 

Leroy  J.  Enzler,  '16,  is  now  in  St.  Louis  with  the  Goodman 
Mfg.  Co.  He  was  formerly  located  in  the  engineering  depart- 
ment of  the  same  firm  in  Cincinnati. 

Eugene  S.  Harman,  '15,  and  Wm.  Dady,  '19,  are  both  with  the 
Wisconsin  Steel  Co.  in  Chicago. 


OBITUARY. 

Frank  Edward  Wernick,  1910,  mechanical  engineer,  Syracuse, 
N.  Y. 


ALUMNI  NOTES 

The  Armour  Alumni  dance  was  held  in  the  Red  Room  of  the 
La  Salle  Hotel,  Friday  evening,  February  4th,  1921.  The  music 
was  inspiring,  the  floor  was  in  excellent  condition,  the  dancers 
were  all  in  fine  spirits  and  a  wonderful  time  was  certainly  had  by 
everyone  present.  The  only  unfortunate  thing  about  these  alumni 
gatherings  is  that  so  many  of  our  former  graduates  do  not  realize 
what  good  times  they  are  niissing  when  they  fail  to  turn  out  for 
them.  If  you  missed  this  dance  just  make  up  your  mind  right 
now  to  surely  be  present  at  the  Spring  Banquet,  which  will  be 
held  some  time  during  May,  the  exact  date  and  place  to  be  deter- 
mined later.     Come  once  and  you  will  certainly  come  again. 


A  NEW  USE  OF  THE  ARMOUR  BULLETIN 

A  unique  use  of  the  Bulletins  of  the  Armour  Institute  of 
Technology'  was  mentioned  by  an  alumnus  the  other  day.  He  said 
that  since  graduation  he  kept  a  complete  file  of  them  and  used 
threm  in  looking  up  the  references  and  qualifications  of  Armour 
men  who  were  seeking  employment  under  him. 

If  the  address  was  33  Michigan  Avenue,  and  no  business  con- 
nection was  mentioned,  he  considered  that  it  was  evident  that  the 


212  THE    ARMOUR    ENGINEER  [March,  1921 

man  had  forgoten  his  Alma  Mater,  or  was  too  careless  and  slip- 
shod to  send  in  his  changes  of  address  and  the  names  of  his 
employers. 

It  also  showed  that  mail  sent  by  the  Alumni  Association  or 
by  the  Institute  was  being  delivered  and  that  he  was  too  "busy" 
to  fill  in  the  return  postal  cards.  "Location  unknown,"  of  course, 
gave  absolutely  no  information  and  would  give  perhaps  a  worse 
impression  than  an  old  and  evidently  incorrect  address. 

Where  a  bona  fide  address  and  a  real  business  was  given,  and 
if  in  this  case  the  mformation,  when  compared  w'ith  the  informa- 
tion furnished  by  the  applicant  in  his  letter,  was  evidently  old, 
the  impression  on  the  mind  of  the  employer  left  a  great  many 
things  to  be  desired. 

If,  however,  the  changes  of  business  and  changes  of  address  had 
been  kept  up  to  date,  as  indicated  yearly  by  the  copies  of  the  bul- 
letins, and  where  these  facts  agreed  with  the  facts  as  furnished 
by  the  applicant,  the  veracity,  the  thoughtfulness  and  thorough- 
ness, as  well  as  the  technical  qualifications,  were  well  indicated. 

Nothing  need  be  said  of  the  few  cases  where  references  and  the 
facts  contained  in  the  year  book  do  not  agree. 

(J.  C.  P.,  1905.) 

NOTE — Better  keep  the  Institute  posted  as  to  your  where- 
abouts and  your  business  connections.  And,  an  occasional  news 
item  under  the  head  of  Alumni  Notes  won't  hurt  you  any. 


iiiitiiiiiiiiMiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiniiiiiiiiiiiiiniiiiiiiiiiiiiiiiiiiiiiiiiMiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiitiiiiii 


BOOK  NOTES 


The  following  books  have  been  added  to  the  Library  recently 
to  be  used  as  tools  in  the  Departments  of : 

MECHANICAL  ENGINEERING 

Hatt  &  Scofield.  Laboratory  manual  of  testing  materials. 
Gives  methods  of  tests,  specificatioins  and  related  data. 

Hibbard,  H.  I>.  Manufacture  and  uses  of  alloy  steels.  Pre- 
sents in  a  concise  manner  information  of  present  value,  relating 
to  the  manufacture  and  uses  of  the  various  commercial  alloy 
steels. 

Hultgren,  Axel.  Metallographic  study  on  tungsten  steels.  The 
subject  is  divided  into  two  sections,  first,  the  transfonnations  of 
tungsten  steels  during  dififerent  heat  treatments  and  the  structures 
thereby  formed,  and,  second,  carbides  in  tungsten  steels. 

Moore,  H.  Liquid  fuels  for  internal  combustion  engines.  The 
author  "has  attempted  briefly  to  explain  the  chemical  differences 
which  exist  among  liquid  fuels."  A  glossary  of  trade  names  for 
petroleum  products  is  included. 

Thomsen,  T.  C.  The  practice  of  lubrication.  An  engineering 
treatise  on  the  origin,  nature  and  testing  of  lubricants  and  on  their 
selection,  application  and  use. 

ELECTRICAL  ENGINEERING 

Croft,  Terrell.  Wiring  for  light  and  power.  Explains  clearly, 
in  simple  language,  how  to  install  wiring  and  apparatus  for  prac- 
tically all  services  to  meet  the  requirements  of  the  National  Elec- 
trical Code. 

Fish,  F.  A.  Fundamental  principles  of  electric  and  magnetic 
circuits.  An  introduction  to  the  study  of  electric  power  machinery 
and  transmission. 

Gandy,  T.  S.  Direct-current  motor  and  generator  troubles. 
"Explains  sources  of  trouble  when  standard  types  of  motors  will 
not  run,  and  analyzes  points  on  the  selection,  care  and  repair  of 
machinery  by  the  operator." 

Lamme,  B.  G.  Electrical  engineering  papers.  This  volume 
is  a  collection  of  the  author's  more  important  engineering 
papers  presented  before  various  technical  societies  and  published 
in  engineering  journals. 


214  THE     ARMOUR     ENGINEER  [March,  1921 

Peek,  F.  W.  Dielectric  phenomena  in  high  voltage  engineering. 
"This  book  covers  the  properties  of  gaseous,  liquid  and  solid  in- 
sulations, and  methods  of  utilizing  these  properties  to  the  best 
advantage  in  the  practical  problems  of  high  voltage  engineering. 

CIVIL  ENGINEERING 

Kean.  F.  J.  A  critical  survey  of  current  practice  with  special 
reference  to  the  balancing  of  inerita  forces. 

Lanchester,  F.  W.  The  flying-machine  fn»m  an  engineering 
standpoint.  A  series  of  lectures  by  a  member  of  the  British 
Advisory  Committee  for  Aeronautics  on  aerodynamics  and  air- 
plane construction. 

Thompson.  G.  P.  Applied  aerodynamics.  .\n  up-to-date  pre- 
sentation of  the  existing  state  of  aeronautical  science. 

Watts,  H.  C.  Design  of  screw  propellors.  A  record  of  the 
methods  used  by  the  author  for  the  design  of  screw  propellors  for 
actual  service  in  the  held  during  the  war. 

Wilson,  E.  R.  Aeronautics.  As  treated  here  the  two  main 
divisions  of  the  subject  are  Rigid  Mechanics  and  Fluid  Dynamics, 
both  of  which  the  writer  considers  fundamental  in  aeronautical 
engineering. 

CHEMICAL  ENGINEERING 

Giua.  M.  &  Giua-Lollini,  Clara.  Chemical  combination  among 
metals.  The  chemistry  of  metals  has  been  largely  studied  by 
means  of  thermal  analysis. 

Henderson,  G.  C.  Catalysis  in  industrial  chemistry.  An  illus- 
trated record  of  over  200  applications  of  catalysis  in  the  processes 
of  industrial  chemistry,  compiled  from  various  sources. 

Rodenhauser,  I.  \W.  and  others.  ITectric  furnaces  in  the  iron 
and  steel  industry.  A  book  which  thoroughly  describes  electric 
furnaces  designed  .solely  for  the  iron  and  steel  industry. 

Sutermeister,  Edwin.  Chemistry  of  ])ulp  and  paper  ^making. 
The  author's  purpose  is  to  assist  the  young  technical  man,  who 
has  a  fair  knowledge  of  the  elements  of  chemistry,  to  understand 
the  chemical  processes  involved  in  the  manufacture  of  pulp  and 
paper. 

Watson,  E.  R.  Colour  in  relation  to  chemical  constitution. 
The  subject  matter  of  this  book  will  be  valuable  to  students  on 
account  of  its  scientific  interest  and  its  practical  utility. 


Vol.  XII,  No.  3]  BOOK    NOTES  215 

PHYSICS 

Crehore,  A.  C.  The  Atom.  An  original  contribution  to  the 
atomic  theory  and  not  a  review  or  fresh  presentation  of  current 
theories.  The  book  contains  also  a  readable  account  of  the  au- 
thor's equation  of  gravitation. 

Crowther,  J.  A.  Ions,  electrons  and  ionizing  radiations.  "An 
endeavor  to  bring  the  development  of  the  last  quarter  of  a  century 
to  the  comprehension  of  the  student  equipped  with  a  fair  knowl- 
edge of  the  other  branches  of  physics  and  of  mathematics  through 
the  calculus." 

Einstein,  Albert.  Relativity.  "The  discoverer's  own  explana- 
tion  of  relativity  is  written,  as  far  as  possible,  to  be  understood 
by  persons  with  college  entrance  equipment." 

Humphreys,  W.  J.  Physics  of  the  Air.  An  account,  reprmted 
from  the  Journal  of  the  Franklin  Institute,  of  the  "physical  phe- 
nomena of  the  earth's  atmosphere." 

Schlick,  Moritz.  Space  and  time  in  contemporary  physics. 
An  introduction  to  the  theory  of  relativity  and  gravitation  which 
gives  an  explanation  of  Einstein's  important  discoveries. 

OF  GENERAL  INTEREST 

Edman,  Irwin.  Hunman  traits  and  their  social  significance. 
"Throughout  the  long  process  of  civiHzation  two  factors  have 
remained  constant,"  says  the  author,  "nature  and  human  nature." 
This  book  is  a  thorough  discussion  of  the  second  factor. 

Fisk,  H.  E.  Dominion  of  Canada.  An  account  of  our  neigh- 
bor' government  finances,  resources,  trade  and  manufacture. 

Hawkins,  N.  A.  Selling  Process.  In  his  article  on  Salesman- 
ship in  the  November  issue  of  the  Armour  Engineer  Mr.  Cofifeen 
refers  to  this  as  "one  of  the  most  helpful  first  books  on  this  gen- 
eral subject." 

Horton,  C.  M.  Opportunities  in  Engineering.  These  essays 
of  popular  interest  are  certain  to  furnish  their  readers  with  en- 
thusiasm for  a  "wonderful  profession'*  which  the  author 
considers  "a  force  fraught  with  stupendous  possibilities."  The 
author  continues :  "Thus  it  will  be  seen  that  engineering  is 
a  distinctive  and  important  profession,  for  the  reason  that  en- 
gineers serve  humanity  at  every  practical  turn."  He  also  refers 
to  the  tremendous  power  which  engineers  wield  in  world  affairs." 

Hurley,  E.  N.  New  Merchant  Marine.  The  former  chairman 
of  the  United  States  Shipping  Board  tells  in  this  book  how  the 


216  THE     AR^^OUR     ENGINEER  [March,  1921 

problem  of  supplying  sliips  for  war  demands  was  met,  and  dis- 
cusses the  future  of  the  American  Merchant  Marine,  foreign 
fields  of  commerce  and  related  topics. 

Kennard..  J.  vS.  Goldini  and  the  Venice  of  his  Time.  The 
biography  of  an  Italian  playwright  of  the  eighteenth  century 
followed  by  a  description  of  his  realistic  comedies  of  Venetian 
life  and  manners. 

Pepper.  C.  M.  The  life  and  times  of  Henry  Gassaway  Davis, 
1823-1916.  His  biographer  tells  of  his  pioneer  railway  days,  his 
senatorship,  his  career  as  a  railway  builder,  including  the  Pan- 
American  Railway,  his  nomination  as  Vice-President,  and  his 
personal  characteristics. 

Vail,  T.  N.  View  on  public  questions.  This  collection  of  the 
writings  and  addresses  of  the  President  of  the-American  Tele- 
phone and  Telegraphy  Company  from  1907  to  1920  will  be  of  in- 
terest to  students  of  the  economic  and  industrial  development  of 
our  country. 

Beblen,  T.  B.  Place  of  science  in  modern  civilization.  This 
carefully  selected  series  of  pajjcrs  published  in  economic  journals 
during  the  past  twenty  }ears  sums  up  the  author's  economic 
theories. 


ALPHABETICAL  INDEX    OF    ADVERTISERS. 

Page 

Allis-Chalmers    Mfg.    Co 4 

Armour    Institute    of    Technology ^-^ 1 

Armour  &  Co 8 

Besly  &  Company,  Chas.  H 10 

Banning  &  Banning   10 

Brady    Foundry    Co.,   James    A 5 

Chambers  Studio   12 

Christensen  School  of  Popular  Music 7 

Clarke-McElroy  Publishing  Co 13 

Engineering   Agency    - 9 

General    Electric    Go 2 

Hansell-Elcock    Co , 7 

Hills,    Chas.    W , 4 

Jointless  Fire  Brick  Co I'l 

Lufkin  Rule   Co : 13 

Magie    Bros < 4 

Roebling's    Sons,   Co.,  John   A 6 

Robinson    &   Co.,   Dwight   P 7 

Swenson  Evaporating  Co 13 

Western  Electric  Co 13 

Wilson  Corporation,  J.  G ' 10 


/ 


\, 


"Your  old  men  shall  dream  dreams, 
your  young  men  shall  see  visions. 

Joclll,  28 


YOUTH     paints    iu    brilliant    colors. 
To  older,  dimmer   eyrs   the   wonder 
and  the  ylory  of  life  {jrey  down. 

In  cngiiieerin<:',  the  sciences  or  what- 
ever other  work  you  take  up,  \  ou  will 
go  far  if  youth  means  to  you  enthusiasm, 
faith  in  your  ambitions,  the  spirit  that 
exults  in  achieving  what  other  men  call 
impossible. 

So  while  you  plug  away  at  those 
knotty  problems  in  hydraulics  or  conic 
sections,  keep  an  open  mind  to  the 
larger  issues — visions  of  great  achieve- 
ment through  great  service. 

To  the  youthful  Bell,  as  he  experi- 
mented in  the  vibrating  properties  of 
ear-drum  and  tuning-fork,  came  in  fancy 
the  clear  tones  of  human  speech  pulsat- 
ing over  wires  iVom  far  away.  Without 
the  vision  he  could  not  later  have 
evolved  the  living  fact. 

You  have  a  like  opportunity  now  to 
think  about  your  work  in  a  broad  way  — 
and  the  bigger  your  purpose  and  your 
will  to  serve,  the  bigger  your  accom- 
plishment. 

*  *  * 

The  electrical  industry  needs  men 
v,ho    can    see    far    and    think    straight. 


^estern  Electric  Company 


The  part  which  for  SO  years  this  Company 
has  played  in  furthering  electrical  d^velobmenl 
is  an  indication  of  the  shar;  it  w'l  havf  in 
workini  out  the  even  greater  problems  of  the 
future. 


When    writing  to  Advertiserg,   please  mention   THE   ARMOUB  ETNCINSa 

—3— 


/ 


..T*  ..Tt  JU  *Tt  A  A  A  *VA  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  »*«  A  A  A  A  A 
V  V  V  V  V  V  V  W  V*  V*  V*  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V*  V  V  V  >•  V  >*  *♦*  V  •♦*  V  V  V  V  %•  V  V  V  V  V 

♦  WILLIAM  A.  MAGIE  FRANK  O.  MAGIE  % 
t  President  JOHN  Q.  MAGIE  Treasurer  f^ 
*:*  Secretary  ♦ 
•>                                  TELEPHONE   MAIN   1074-1075  % 

MAGIE  BROTHERS         I 

%  CYLINDER,  ENGINE  AND  DYNAMO  OILS        ♦ 

%  Cup  Greases,  Boiler  Compound,  Cotton  Waste  * 

*  110-112  S.  CLINTON  STREET  CHICAGO  $ 
I                                                    Established  1887  | 


Power  and  Industrial 
Machinery 

Electrical  Machinery  —  Steam  Turbines  —  Steam 
Engines  —  Hydraulic  Turbines  —  Pumping  Engines 

—  Centrifugal  Pumps  —  Gas  Engines  —  Oil  Engines 

—  Mining  Machinery  —  Metallurgical  Machinery  — 
Crushing  and  Cement  Machinery  — Flour  Mill  Ma- 
chinery —  Saw  Mill  Machinery  —  Air  Compressors 

—  Air  Brakes  —  Steam  and  Electric  Hoists  —  Farm 
Tractors  —  Power  Transmission  Machinery. 

Allis- Chalmers  Mfg.  Co. 

Milwaukee,  Wisconsin 


iHiiiiiiuiiitiiiiiiiiiiiiiiiiyiiiiiuuwiiiiiiiiuiiiuiiiiiiiiiuiiiiiiiiiiiiiiiiuiiyiuiuiuiiiiiiiiiiiiiiiiiuiiiiiii»^ 

I  CHARLES  W.  HILLS  | 

■  PATENT,    COPYRIGHT,    TRADE  ■ 

I  MARK  and  CORPORATION  LAW  | 

I     Electrical,  Mechanical  and  Chemical  Engineers  j 

I     1523-33  Monadnock  Block  -:-  Chicago  § 

iiiiiiiiiiitiiiiiiiiiiiiiiHiiiiiiiininffliiiiiinuniiRiiiiuniiniiiiiittJiiiiiiiiii 

When   writing   to   Advertisers,    please   mention    THE   ARMOUR    ENGINEKR 


The  above  illustration  shows  three  of  the  eighteen 

Harrington  Stokers 

recently  installed  by  the  municipal  lighting  company 
of  a  large  eastern  city. 

The  installation  of  the  HARRINGTON  STOKER 
means  a  distinct 

Saving  of  Coal 

because  the  HARRINGTON  STOKER  is  the  only 
stoker  which  will  bum  any  kind  of  coal,  coke  breeze, 
lignite,  bituminous,  and  washer  refuse— with  practi- 
cally no  waste. 

M^rite    for     "Tzuehc     Fuel    Facts,"     the 
story  of   the    HARRINGTON  STOKER. 

THE  JAMES  A.  BRADY 
FOUNDRY  COMPANY 

4500  South  Western  Blvd.  Chicago,  DKnob 


When   writing  to  Advertisers,   please   mention  THE  ARMOUR  BNQINEER 


ROEBLING  WIRE  ROPE 


FOR     ENGINEERING 


JOHN  A.  ROEBLING'S  SONS  CO. 

TRENTON,  N.  J. 
165  West  Lake  Street  ^  Chicago,  111. 


When   writing   to  Advertisers,   please   mention    THE   ARMOUR   ENGINEEK 


Hansell-Elcock 
Company 

Foundry 

STRUCTURAL  STEEL,  ORNA- 
MENTAL IRON  WORK,  FIRE 
ESCAPES,  STEEL  DOORS, 
STAIRS,    GRAY     IRON     CAST- 


Office  and  Works: 

Archer   and   Normal   Avenues, 
23rd   PI.,   Canal  and  24th  Sts. 

CHICAGO 


Complete  Service 

in  the  design  and  construction  of 

SHOPS 

FOUNDRIES 

STEEL  MILLS 

CHEMICAL  PLANTS 

FACTORY  BUILDINGS 

GASOLINE  EXTRACTION  PLANTS 

STEAM   POWER  STATIONS 

HYDRO-ELECTRIC  DEVELOPMENTS 

TRANSMISSION  SYSTEMS 

RAILROAD  SHOPS 
LOCOMOTIVE  TERMINALS 
PASSENGER  TERMINALS 

HOUSING  DEVELOPMENTS 

OFFICE  BUILDINGS 

HOTELS 

HARBOR   DEVELOPMENTS 


DwiGHT  P.  Robinson  &  Compantt 

Engineers  and  Constructors 


NVtenwCHOusE.  Church,  Kerr  it.  Co-Inc. 

123  East  46'"  Strut 

Nbw  York 


ANYONE  CAN  LEARN 

RAGTIME 


JAZZ 

PIANO  PLAYING 

We  teach  adult  be- 
ginners 
IN  20  LESSONS 

The  simplest  and 
most  instructive 
course  of  music  les- 
sons ever  written  for 
beginners. 

Advanced  course  for 
players.  Our  schools  are 
under  the  personal  super- 
vision of  Axel  Christen- 
sen,  Vaudeville's  "Czar  of 
Ragtime." 

Chrlstensen  School 
of  Popular  Music 


20  E.  Jackson  Blvd. 

Phone    Harrison    5669 
for  Free  Booklet. 


CHICAGO        TOUHASTOWII 


TlftLL't  Lot  >UfCn.««        MONTRKAi, 


When   writing   to  Advertisers,   please   mention    THE   ARMOUR   ENGINEER 

—7— 


Facts  About 
ARMOUR  and  COMPANY 

Year  1920 

Total  number  employees 5^433 

Number  killing  plants 15 

Number  branch  houses. 399 

Amount  paid  for  cattle  (U.  S.  figures 

only)    $158,461,042 

Amount  paid  for  sheep  (U.  S.  figures 

only)    $24,877,288 

Amount  paid  for  hogs  (U.  S.  figures 

only)    $192,964,090 

Amount  paid  for  calves   (U.  S.   fig- 
ures only)     $16,557,459 

Refrigeration     capacity,      all    plants 

(tons  per  day) 19,771 

Motor  trucks  in  service 1,180 

Runabouts  in  service 1,087 

Wagons    5  39 

Buggies     30 

Sleighs 10 

Horses    696 

Tons  of  coal  consumed 858,461 

Bbls.  of  oil  consumed  as  fuel 806,262 

Tons  of  salt  used 12  7,706 

Pounds  of  sugar  used 10,908,338 

Expense  for  stationery $600,912.00 

Postage  expense $343,561.00 

Telephone  and  telegraph  expense.  .  $1,021,002.00 
Cans  and  pails  for  canned  meats  and 

lards     $3,504,874.00 

Total  number  head  live  stock  killed  10,636,874 

Visitors     200,000 

Ground  area   (acres)    385 

Floor  area   (sq.   ft.)    21,748.023 

Number  fertilizer  plants 12 

ARMOUR  aV.(?  COMPANY 

CHICAGO 

r)8-20 


When   writing   to   Advertisers,   plea««  mention   THE  ARMOUR   G:N0IN&;BB 


Twenty- eighth  Year 

The 

Engineering 
Agency 

INCORPORATED 

Technical  Employment 

1662  Monadnock  Block 
Chicago 


Absolutely  No  Advance  Fee  of 
Any  Kind  Whatsoever 


See   Us  for  Positions  in 

APPRAISALS 

METALLURGY 

ENGINEERING 

CONTRACTING 

MANUFACTURING 

ARCHITECTURE 

CHEMIST  R  Y  TEA  CHING 

MINING  SALES 

Harrison  4056 


When   wrltlns  to   Advertlaers,   please  mention   THE  ARMOUB  E?NOINSBB 


A  A  A  A  A  A  A  J'kA  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A  A.  »*«  J^  J'kJ^JfkA 

W  W  V  V  V  W  V  V  V  V*  V*  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V  V 


BANNING  &  BANNING       I 


COUNSELORS-AT-LAW 
Patent,  Trade  Mark  and  Copyright  Causes 


Chicago 


THE  MARQUETTE  BUILDING 


Illinois 


THOMAS   A.   BANNING,  JR. 


t  iii!  JJPt 


Machinists,  Mill  and  i 
Railroad  Supplies    | 

Brass,  Copper,  Bronze  and  ♦: 
Nickel  Silver  ►> 


PrHP™" 


BESLY  GRINDERS 


BESLY  TAPS 


k.^.^.^ 


BESir 

CHICAGO 


The  leading  Engineering  % 
Colleges  and  Institutes  % 
have  found  Besly  Quality  | 
and  Service  a  Decisive  fac-  >:■ 
tor.  ':• 


CHAS.  H.  BESLY  &  COMPANY 

118-124  N.  Clinton  St.,  Chicago,  111. 


Wilson  Rolling  Steel  Doors 
Standard  for  45  Years 

The  J.  G.  WILSON  CORPORATION 

8  West  40th  Street,  New  York 

Offices  in  Principal  Cities. 


When    writingr  to   Advertisers,   please   mention   THE   ARMOUR   ENGINEER 

—10— 


■  iiliiliiliiliiliiliiliiiiiiiiliiiiiliiliiii<liiliiiiiiiiiiiiiiiiiiiiiiiiuiiiiniiiiiiiiii 


iiiiiiniiiiiiiiiiiiiiiiiiiiiiiii  iii't,,iiiii' 


FURNACE     LINING 


"Remember  how  we  used  to 
shut  clown  boilers  here  for  re- 
llniiig?  No  more  now,  though," 
s-aid  the  chief  to  a  brother 
engiheer  who  was  visiting  his 
boiler  plant,  "not  since  we  dis- 
covered what  PLIBRICO  would 
do    for    our    furnaces. 

"Every  boiler  on  the  line  is 
getting  its  PLIBRICO  lining 
in  turn.  We're  putting  in 
PLIBRICO  baffles,  combustion 
arches,  bridge  walls  and  boiler 
door    arches,    too. 

"Why,  the  fuel  we  save  alone 
has  pretty  nearly  paid  for  the 
PLIBIRICO  as  we  went  along. 
You've  no  idea  how  a  really 
tight     setting    saves    fuel.      And 


you  don't  know  what  a  tight 
setting  is  until  you  have  a 
PLIBRICO    setting. 

"Besides,  I  don't  have  to  stick 
jiu'ound  nights  and  Sundays  at- 
tending to  relining.  Everv  boiler 
lined  with  PLIBRICO  is  there. 
You  can  depend  on  it — full  ca- 
pacity all  the  time  with  no 
shutdowns. 

"Better  get  PLIBRICO  in 
your  plant.  The  boss  has  come 
Mcross  with  a  boost  in  salary 
since  I  showed  him  what  PLI- 
BRICO   would    do. 

"AVork  for  PLIBRICO  be- 
cause PLIBRICO  works  for  you 
and    your   plant — all   the  time." 


PLIBRICO  is  a  plastic,  easily  a|)plied  monolithic  furnace  lining. 
Dehvered  only  in  steel  packa8:e8  of  distinctive  appearance  as  shown 
below.  Immediate  deliveries  from  warehouse  stocks  in  principal 
cities.    Write  for  the  valuable  book  on   Furnace   Building— sent  free. 


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Volume  X5I. 
Number  4. 


MAY,  1921. 


Per     Cory,     15     Cent« 
Per    Year,   $1.50 


CONTENTS. 


FEATURES  OF  THE  NEW  FULTON  COLD  STORAGE 

WAREHOUSE 217 

3y  L.  L.  Edlund,  '16. 

SLOW  SPEED  MOTORS  AND  THEIR  APPLICATION 

TO  RECIPROCATING  AIR  COMPRESSORS   .     .  226 

By   R.   O.  Joslyn,   '19. 

CHEMICAL  FIRE  EXTINGUISHERS 240 

By  No:-man   F.   Kimball. 

VALUATION  OF  PUBLIC  UTILITY  PROPERTY    .     .251 

By   Leslie  Weiss,   'IS. 

EDITORIALS 259 

ENGINEERING  SOCIETIES 269 

COLLEGE  NOTES 275 

ALUMNI  NOTES 277 


Armour 
UnBtxtnU  of  SI?rt|nologg 


CHICAGO 


THE  COLLEGE  OF  ENGINEERING  OFFERS   COURSES   IN 

Mechanical  Engineering 
Electrical  Engineering 
Civil  Engineering 
Chemical  Engineering 
Fire  Protection  Engineering 
Architecture,  and  Industrial  Arts 


These   Courses  are  each  four  years  in  length  and 
lead  to  the  degree  of  Bachelor  of  Science 


COMPLETELY  EQUIPPED  SHOPS 
and  LABORATORIES 


WILL  BE  SENT  ON  APPLICATION 


-1— 


What  Makes  the  Firefly 
Glow? 


You  can  hold  a  firefly  in  your  hand;  you 
can  boil  water  with  an  electric  lamp. 
Nature  long  ago  evolved  the  "cold  light." 
The  firefly,  according  to  Ives  and  Coblentz, 
radiates  ninety-six  percent  light  and  only  four 
percent  heat.  Man's  best  lamp  radiates  more 
than  ninety  percent  heat. 

An  English  physicist  once  said  that  if  we  knew 
the  firefly's  secret,  a  boy  turning  a  crank  could 
light  up  a  whole  street.  Great  as  is  the  advance 
in  lighting  that  has  been  made  through  research 
within  the  last  twenty  years,  man  wastes  far  too 
much  energy  in  obtaining  light. 

This  problem  of  the  "cold  light"  cannot  be 
solved  merely  by  trying  to  improve  existing 
power-generating  machinery  and  existing  lamps. 
We  should  still  be  burning  candles  if  chemists 
and  physicists  had  confined  their  researches  to 
the  improvement  of  materials  and  methods  for 
making  candles. 

For  these  reasons,  the  Research  Laboratories  of  the 
General  Electric  Company  are  not  limited  in  the  scope 
of  their  investigations.  Research  consists  in  framing 
questions  of  the  right  kind  and  in  finding  the  answers, 
no  matter  where  they  may  lead. 

What  makes  the  firefly  glow?  How  does  a  firefly's 
light  diff'er  in  color  from  that  of  an  electric  arc,  and  why? 
The  answers  to  such  questions  may  or  may  not  be  of 
practical  value,  but  of  this  we  may  be  sure — it  is  by 
dovetailing  the  results  of  "theoretical"  investigations 
along  many  widely  separated  lines  that  we  arrive  at 
most  of  our  modern  "practical"  discoveries. 

Vv'hat  will  be  the  light  of  the  future?  Will  it  be  like 
that  of  the  firefly  or  like  that  of  the  dial  on  a  luminous 
watch?  Will  it  be  produced  in  a  lamp  at  present  un- 
dreamed of,  or  will  it  come  from  something  resembling 
our  present  incandescent  lamp?  The  answers  to  these 
questions  will  depend  much  more  upon  the  results  of 
research  in  pure  science  than  upon  strictly  commercial 
research. 


General  Office 


Schenectady,  N.Y. 
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THE  ARMOUR 
ENGINEER 


The  Quarterly  Technical  Publication 

OF  THE 

Armour  Institute  of  Technology 
chicago,  illinois 


Volume  XII  Number  4 

May,  1921 


The  Armour  Engineer 

VOLUME  XII.  MAY,    192 1.  No.   4 

FEATURES  OF  THE  NEW  FULTON  MARKET 
COLD  STORAGE  WAREHOUSE 

■    •  ::.  '         I 

By  Lawrence  L.  Edliind,  '16 


The  new  Fulton  Market  cold  storage  warehouse  which  has 
just  recently  been  put  into  operation  in  Chicago  is  one  of  the 
most  modern  structures  of  its  kind  in  the  country,  and  when  the 
second  section  is  built  it  will  be  one  of  the  largest  as  well.  The 
plant  is  located  in  the  block  bounded  by  Morgan,  Fulton  and 
Carpenter  Streets  and  the  C.  M.  &  St.  P.  right-of-way,  and  is 
in  the  heart  of  the  district  which  is  destined  to  replace  our 
present  South  Water  Street  produce  market.  Its  location  is 
therefore  admirably  suited  to  the  business  to  which  the  company 
will  cater:  namely,  the  storage  of  fruits,  eggs,  butter,  poultry 
and  other  perishable  food  products  of  a  seasonable  nature.  Be- 
cause of  its  recent  construction  and  the  numerous  unusual  fea- 
tures incorporated  in  its  design,  the  plant  is  one  which  should  be 
of  interest  to  engineers. 

The  design  of  a  cold  storage  warehouse  such  as  this  one,  from 
the  first  preliminary  studies  to  the  completed  plans,  or  perhaps 
better  said,  until  the  building  is  erected  and  in  operation,  is  a 
long  story,  although  it  might  not  be  an  altogether  boresome  one. 
It  would  be  considerably  beyond  the  limits  of  this  writing,  how- 
ever, to  attempt  anything  so  lengthy  and  therefore  it  will  be  con- 
fined to  a  general  description  of  some  of  the  principal  features  of 
the  plant,  followed  by  a  more  detailed  discussion  of  some  of  those 
matters  which  will  be  of  particular  interest  to  mechanical 
engineers. 

THE  BUILDING  STRUCTURE 

The  plant  is  located  on  a  full  city  block.  The  present  building 
occupies  the  east  half  of  the  block  and  the  intention  is  to  build 
the  other  half  at  a  later  date.  The  present  building  contains  the 
general  office  and  the  engine  room,  in  the  laying  out  of  which 
sufficient  space  has  been  provided  to  take  care  of  all  the  additional 


2l8 


THE   ARMOUR  ENGINEER 


[May,    1921 


machinery  which  will  need  to  be  added  when  the  other  section 
is  built. 

The  building  consists  of  ten  stories  and  a  basement.  In  plan 
it  is  approximately  125  by  300  feet.  The  stories  are  all  twelve 
feet  from  floor  to  floor,  except  the  first,  which  measures  14  feet 
9  inches,  and  the  north  half  of  the  basement  containing  the  engine 
room,  which  is  eighteen  feet  high.  The  net  area  of  refrigerated 
rooms  is  about  335,000  square  feet  and  the  net  volume  of  this 
space  (without  deducting  columns)  is  3,800,000  cubic  feet.  The 
gross  volume  of  the  building  is  5,472,000  cubic  feet.  When  the 
recond  section  has  been  completed  the  refrigerated  area  will  be 
increased  to  695,000  square  feet,  and  the  volumes  to  7,900,000 
and  10,500,000  cubic  feet  respectively.  If  the  floors  are  loaded 
net  to  exceed  the  live  load  used  in  the  design,  the  combined 
cnpacity  of  i.he  finished  plant  will  be  in  round  number-^  150 
iiiiHion  pounds. 

The  building  is  of  reinlorced  concrete  thruughoui  c^n-l  thor- 
oughly fireproof.  In  order  to  obtain  satisfactory  foundations  to 
carry  the  trem-.Tdous  coiumn  loads  from  a  building  of  this  height 
and  floor  capacity,  it  was  necessary  10  use  caissons  extended  to 


Vol.  XII,  No.   4]     EDLUND:    STORAGE  WAREHOUSE  219 


220  EDLUND:    STORAGE  WAREHOUSE       [May,   1921 

bed  rock.     This  was  reached  at  an  elevation  of  about  97  feet 
below  city  datum  or  112  feet  below  street  grade. 

The  floors  are  of  flat-slab  design  with  bays  21'  o"  by  20'  3", 
and  all  columns  from  the  fifth  floor  line  up  are  spirally  reinforced. 
Below  this  line  the  interior  columns  have  been  made  of  structural 
steel,  encased  in  concrete.  This  feature  was  resorted  to  in  order 
to  reduce  the  column  diameters  to  a  reasonable  size  in  the  lower 
stories.  Had  spiral  columns  been  employed  throughout,  those  in 
the  basement  and  first  floor  might  have  exceeded  forty-eight 
inches  in  diameter.  Such  large  columns  would  very  materially 
reduce  the  net  volumne  available  for  the  storage  of  goods.  As  it 
is,  the  concrete-encased  steel  columns  are  everywhere  22  inches 
and  the  largest  interior  spiral  columns  do  not  exceed  30  inches. 

Insulation  against  the  outside  temperature  is  secured  by  means 
of  pure  compressed  corkboard  which  completely  envelopes  the 
refrigerated  portions  of  the  building.  It  is  evident  that  in  order 
to  have  this  cork  insulation  complete  and  unbroken,  the  building 
must  consist  of  an  interior  structure  and  an  exterior  brick  en- 
closure separated  from  it  by  a  distance  equal  to  the  thickness  of 
the  cork.  Quite  often  this  exterior  wall  is  self-supporting,  of  the 
necessary  thickness  for  its  height,  and  anchored  by  suitable  means 
to  the  interior  building  structure  at  each  column.  The  Chicago 
building  department  is  not  satisfied  with  this  construction,  how- 
ever, but  requires  that  this  outside  wall  be  supported  on  a  sep- 
arate framework  of  reinforced  concrete  columns  and  spandrel 
beams.  This  is  the  construction  at  Fulton  Market.  There  is  a 
clear  space  of  five  or  seven  inches  (to  admit  four  and  six  inches 
of  cork  respectively)  separating  the  inside  and  outside  structures. 
These  are  tied  together  by  means  of  single  bar  anchors  located  at 
each  column  head  of  the  interior  framing.  With  the  exception 
of  these  few  ties  the  cold  rooms  are  completely  and  eflFectively 
insured  from  the  outside.  All  doors  to  refrigerated  space  are  of 
the  latest  design  of  cold  storage  door,  having  the  same  insulating 
qualities  as  the  walls  in  which  they  are  hung.  The  roof  is  of 
course  also  insulated  with  corkboard  and  has  in  addition  an 
average  covering  of  two  feet  of  dry  cinders  to  give  proper  pitch 
to  the  2-inch  concrete  slab  supporting  the  composition  roofing. 

The  cut,  Figure  i,  shows  the  south  and  east  elevations  when 
the  building  was  nearly  completed.     It  also  indicates  the  extent 


Vol.  XII,  No.   4]     EDLUND:    STORAGE  WAREHOUSE  221 

of  the  large  loading  dock  for  teams  and  trucks.  This  dock  is  146 
feet  long.  The  building  is  provided  with  three  private  switch 
tracks,  two  of  which  are  within  the  building  and  enter  at  the 
opening  shown  at  the  extreme  right  in  the  picture.  These  will 
be  extended  when  the  future  addition  is  built  and  will  enable  the 
placing  of  18  cars  at  a  time.  Ample  loading  and  unloading  facil- 
ities are  very  essential  to  this  business  because  of  its  seasonal 
nature,  which  means  that  the  stored  products  are  brought  in  with- 
in comparatively  short  periods :  eggs  in  the  spring,  butter  during 
the  summer  months,  poultry  and  apples  in  the  fall,  etc. 

The  rapid  and  satisfactory  handling  of  big  quantities  of  these 
products  requires  large,  speedy  elevators  conveniently  located 
with  reference  to  the  loading  platforms.  The  typical  floor  plan 
shown  in  Figure  2,  indicates  that  there  are  five  elevators  and 
shows  their  location  with  reference  to  the  rooms.  On  the  first 
floor,  they  connect  directly  by  means  of  wide  passageways  with 
the  railroad  and  wagon  platforms.  The  elevators  are  of  the 
electric  over-head  traction  type  and  travel  at  175  feet  a  minute 
with  a  capacity  load  of  3000  pounds. 

THE  REFRIGERATING  SYSTEM 
The  refrigeration  of  all  cold  rooms  is  done  by  means  of  the 
brine  circulating  system.  There  are  numerous  reasons  why  it  is 
more  desirable  to  use  brine  than  the  direct  expansion  of  ammonia 
in  a  plant  of  this  kind.  Chief  among  these  may  be  mentioned 
greater  safety,  avoidance  of  all  ammonia  leaks  and  consequent 
avoidance  of  odors  in  the  rooms,  compactness  of  the  necessary 
ammonia  piping,  as  this  is  entirely  confined  to  the  engine  room, 
comparative  ease  of  control,  and  lastly,  the  greater  inertia  of 
the  cooling  system  which  will  permit  of  the  compressors  being 
shut  down  for  many  hours  while  the  brine  circulation  is  con- 
tinued with  only  a  very  slow  rise  in  the  brine  temperature. 

The  temperatures  which  will  be  maintained  in  this  plant  run 
from  five  degrees  below  to  forty  degrees  above  zero  Fahrenheit. 
This  is  quite  a  wide  range  for  a  brine  system.  At  times  when 
both  coolers  and  freezers  are  to  be  served,  brine  is  used  in  the 
coolers  and  direct-expansion  ammonia  in  the  freezers.  In  plants 
having  only  direct-expansion  ammonia  it  is  necessary  either  to 
operate  two  compressors  at  different  back  pressures  correspond- 
ing to  the  temperatures  which  are  to  he  carried,  or  else  a  double- 


222  THE    ARMOUR    ENGINEER  [May,   1921 

acting  compessor  must  be  used  and  so  piped  that  the  two  ends  of 
the  cyhnder  may  be  operated  at  the  required  different  back 
pressures.  The  use  of  a  single-temperature  brine  system  is  far 
simpler  than  any  of  these  and  has  in  addition  all  the  advantages 
above  mentioned.  This  is  the  system  in  use  at  Fulton  Market. 
As  it  is  desirable  to  have  a  difference  of  at  least  ten  degrees 
between  the  brine  in  the  pipes  and  the  air  of  the  room,  and  as 
the  lowest  temperature  desired  is  five  degrees  below  zero,  the 
brine  is  circulated  at  — 15  deg.  fahr.  Such  a  low  temperature 
requires  the  use  of  calcium  chloride  brine  and  to  be  safe  against 
freezing  this  is  made  with  a  specific  gravity  of  1.25, 

The  brine  is  cooled  by  means  of  three  "Vogt"  horizontal  multi- 
pass coolers.  These  are  50  inches  in  diameter  and  18  feet  long 
and  are  rated  at  125  tons  of  refrigeration  when  operated  witli 
— 20  deg.  fahr.  brine.  The  pumps  handling  the  brine  are  two 
"Hill"  centrifugals  of  1500  g.  p.  m.  capacity  each  against  a  50-foot 
head. 

In  a  brine  system  of  this  size,  it  is  necessary  to  make  pro- 
vision for  surges  in  the  lines  and  for  expansion  and  contraction 
of  the  body  of  brine  circulated.  This  has  been  accomplished  by 
installing  a  surge  tank  at  the  highest  point  of  the  system.  The 
brine  supply  risers  decrease  as  they  go  up,  but  the  returns  riser 
begins  with  the  lowest  coils  and  increases  in  size  going  up  and 
finally  discharges  into  the  surge  tank.  The  drain  from  this  tank 
then  goes  down  to  the  engine  room  and  constitutes  the  suction 
to  the  pumps.  These  then  discharge  into  the  coolers  and  from 
thence  the  brine  travels  up  to  the  house.  It  will  be  noted  that  the 
brine  system  is  a  balanced  one  and  that  the  pumping  head  con- 
sists simply  of  the  friction  through  the  coolers,  heater  and  coil 
plus  a  very  small  lift.  This  accounts  for  the  low-head  pumps 
used.  For  purposes  of  charging  the  system  and  making  up  losses, 
a  low-capacity  high-head  piston  pump  has  been  installed. 

In  the  proportioning  of  the  pipe  coils  for  the  various  rooms, 
the  customary  ratios  have  been  used  except  that  in  the  coolers 
allowance  has  been  made  for  the  unusually  low  temperature  of 
the  refrigerant.  Variations  have  also  been  made  in  cases  of  un- 
usual exposures,  etc.  All  pipe  coils  are  of  2-inch  standard 
wrought  steel  pipe.  The  average  ratio  on  the  cooler  side  is  one 
lineal  foot  of  pipe  to  27.2  cubic  feet  of  space  and  in  the  freezers 
the  ratio  is  i  to  7.9.    The  coils  are  made  up  in  groups,  no  single 


Vol.  XII,  No.   4]      EDLUND:    STORAGE  WAREHOUSE  223 

pair,  of  supply  and  return  valves  handling  more  than  300  lineal 
feet  of  pipes.  They  are  hung  on  the  ceilings  and  vary  from  a 
single  layer  to  three  deep.  In  the  coolers  they  are  located  above 
,  the  aisles  in  order  to  permit  the  use  of  the  full  story  height  for  the 
piling  of  goods. 

The  ammonia  part  of  the  refrigerating  system  is  very  compact 
and  consists  of  the  compressors,  condensers,  traps,  etc.  Two  com- 
pressors have  been  installed  and  space  is  provided  for  two  more 
in  the  future.  These  are  "Ball"  two-stage  compressors  having 
28  X  42  inch  low-pressure  cylinders  and  16  x  42  inch  high-pres- 
sure cylinders.  The  suction  to  the  L.  P.  cylinder  will  be  o  lb.  and 
the  reservoir  in  the  line  between  the  two  cylinders  is  intended  to 
be  kept  at  50  lb.  The  reservoir  is  provided  with  a  pipe  coil  and 
all  liquid  coming  from  the  receiver  is  passed  through  this  coil 
in  order  to  lower  its  temperature  to  a  point  approximating  the 
expansion  temperature  in  the  brine  coolers.  This  is  a  feature  of 
efficiency  in  operation  and  it  may  or  may  not  be  employed  as  the 
operator  chooses. 

The  ammonia  condensers  are  also  located  in  the  engine  room 
and  are  of  the  double-pipe  type.  They  consist  of  32  stands  12 
pipes  high  and  21  feet  long.  The  water  for  these  is  taken  from 
the  city  mains  and  is  recirculated,  being  pumped  up  to  a  "Roder" 
cooling  tower  located  on  the  roof.  This  tower  will  cool  the 
water  down  to  within  four  degrees  of  the  wet  bulb  temperature 
when  the  dry  bulb  thermometer  is  at  80  or  above,  and  with  an 
evaporation  loss  not  greater  than  5  per  cent  of  the  total  circulated. 
The  tower  is  specially  constructed  to  avoid  loss  by  spraying,  being 
located  as  it  is  and  subjected  at  times  to  very  high  wind  velocities. 

ELECTRICAL  MACHINERY 
The  entire  plant  is  electrically  operated  and  is  served  from  the 
12,000  volt  underground  feeders  of  the  Commonwealth-Edison 
Co.  A  high-tension  switch  room  and  transformer  vault  are  lo- 
cated adacent  to  the  engine  room  and  contain  3-500  Kva.  water- 
cooled  transformers  and  a  50  Kva.  Hghting  transformer.  All 
power  is  440  volts,  60  cycle,  three-phase,  and  it  is  used  on  all  the 
motors  throughout  the  plant.  The  lighting  is  Edison  single- 
phase  three  wire.  The  switch-board  is  in  the  engine  room  ad- 
jacent to  the  transformer  vault  and  is  complete  with  oil  switches, 
relays,  meters,  etc. 


224  "^^^  ARMOUR  ENGINEER  [May,   1921 

The  synchronous-motor  drive  of  the  ammonia  compressors  is 
of  special  interest  because  this  is  the  only  plant  in  the  country 
in  which  this  type  of  motors  is  used  direct-connected  to  ammonia 
compressors  of  this  size  and  capacity  and  under  similar  con- 
ditions. Each  compressor  is  driven  by  a  600  HP,  80  RPM,  60 
cycle,  3-phase,  General  Electric  synchronous  motor.  The  motors 
are  provided  with  18,000  pound  flywheels  to  assist  the  flywheel 
moment  of  the  motor  rotor  and  relieve  the  supply  line  of  excessive 
current  pulsations  which  are  characteristic  in  compressor  drives. 
These  motors  are  remote-control  operated  from  duplicate  sets  of 
buttons  located  on  the  main  switchboad  and  on  motor  starting 
panels  at  each  machine.  The  oil  switches  are  all  solenoid  operated 
and  all  motors  are  provided  with  no-voltage  and  overload  relays 
giving  them  full  protection.  There  are  also  two  50  KW  syn- 
chronous motor  driven  exciter  sets  furnishing  direct  current  for 
the  fields  of  the  large  motors. 

MISCELLANEOUS  OTHER  EQUIPMENT 

Although  the  building  structure  is  of  itself  fireproof,  the  goods 
to  be  stored  are  not  and  in  order  to  secure  the  best  insurance  rate, 
the  plant  is  equipped  throughout  with  automatic  sprinklers.  A 
rather  unusual  feature  of  this  installation  is  the  location  of  the 
dry  valves  on  the  various  upper  floors  rather  than  all  together 
in  the  lower  story  as  is  generally  done.  There  are  two  risers, 
one  for  each  section  of  the  building,  and  two  floors  of  a  section 
are  on  one  and  the  same  dry  valve.  The  sources  of  water  supply 
consist  of  two  20,000  gallon  storage  tanks  located  in  the  penthouse 
above  the  central  elevator  tower  and  a  1000  G.P.M.  fire  pump  in 
the  engine  room. 

Heat  for  the  ofifices,  sampling  rooms,  engine  room  and  stair- 
wells is  supplied  by  a  vacuum  system.  The  boiler  room  is  located 
to  the  north  of  the  engine  room  and  is  equipped  with  a  7500  sq.  ft. 
Kewanee  firebox  boiler  and  the  necessary  vacuum  pumping  equip- 
ment. The  chimney  for  the  heating  boiler  extends  up  through 
the  building  and  out  above  the  roof.  In  doing  so,  it  passes 
through  freezers  practically  all  the  way  and  special  care  had  to 
be  employed  to  secure  the  best  insulation  possible  and  also  allow 
room  for  vertical  movement  of  the  stack,  due  to  expansion  and 
contraction. 


Vol.  XII,  No.   4]     EDLUND:    STORAGE  WAREHOUSE  225 

Hot  water  is  supplied  to  toilet  and  wash  rooms  from  two 
"Ruud"  instantaneous  gas  heaters. 

All  steam  mains  are  insulated  as  are  the  brine  risers  wherever 
these  run  through  unrefrigerated  space.  The  brine  coolers  and 
all  brine  piping  and  ammonia  suction  lines  are  insulated  with  cork 
pipe  covering. 

The  plant  has  at  this  writing  been  in  operation  several  months, 
and  although  it  has  not  yet  been  run  at  capacity,  the  indications 
are  that  it  will  be  a  very  economical  plant  to  handle.  The  syn- 
chronous motors  are  giving  excellent  performance,  proving  the 
wisdom  of  the  selection  of  this  type  of  drive.  The  fact  that  it 
enables  the  entire  plant  to  operate  at  unity  power  factor  makes  it 
a  very  desirable  customer  of  the  electric  service  company  and  also 
gives  it  preferred  rates  which  are  very  much  worth  while,  as  the 
power  bills  are  a  very  large  item  in  the  operating  expenses. 

The  entire  plant  and  refrigerating  system  was  designed  by 
Gardner  &  Lindberg,  Architects  and  Engineers,  Chicago. 


ATTACKING  THE  SNOW  PROBLEM 


The  New  York  State  Bureau  of  Municipal  Information  has 
sought  reports  from  American  cities  according  to  the  February 
issue  of  the  "American  City,"  on  the  method  and  kind  of  appa- 
ratus used  for  snow  removal,  in  order  to  make  available  to 
municipal  officials  complete  and  up-to-date  information.  This 
is  important  because  of  the  necessity  of  keeping  at  least  the 
main  arteries  of  travel  free  from  snow.  The  reports  seemed  to 
indicate  that  municipal  authorities  are  paying  more  attention 
to  their  methods  of  attack  and  consequently  have  formed  some 
sort  of  an  organization.  Some  now  recognize  the  efficacy  of 
beginning  work  while  the  snow  is  falling.  The  reports  agree 
that  wherever  possible  effective  machinery  should  be  used  to 
reduce  dependence  on  labor  to  a  minimum,  including  the  use  of 
equipment  available  for  temporary  conversion  to  snow  fighting. 
— Electric  Railway  Journal,  Feb.  26,  1921. 


SLOW  SPEED  MOTORS  AND  THEIR  APPLICATION  TO 

RECIPROCATING  AIR  COMPRESSORS 

I 
f 
By  R.  O.  Joslyn,  '19,  Sales  Engineer,  General  Electric  Co. 


Progressive  and  alert  manufacturing  companies  are  constantly 
on  the  lookout  for  more  efficient  ways  and  means  of  attaining 
certain  results.  If  the  product  is  satisfactory  in  quality  and  quan- 
tity, the  efforts  for  improvement  are  expended  in  endeavoring  to 
find  cheaper,  quicker,  and  better  ways  of  manufacturing  this  pro- 
duct. Thus  when  the  synchronous  motor  was  introduced  into  the 
industrial  and  electrical  world  it  was  recognized  as  a  very  efficient 
and  flexible  machine  to  apply  to  equipment  that  had  heretofore 
been  driven  by  less  efficient  slow  speed  steam  or  gas  engines. 

The  reciprocating  air  compressor  and  its  driving  element  was 
found  to  be  a  decidedly  more  efficient  unit  when  the  driving  ele- 
ment consisted  of  a  direct  connected  synchronous  motor  than 
when  a  steam  engine  was  employed.  It  also  made  a  very  com- 
pact unit  and  was  especially  desirable  wherever  space  was  an 
important  item.  Before  proceeding  any  further  it  should  be  made 
clear  that  air  compressors  are  not  always  driven  by  direct  con- 
nected synchronous  motors  when  electricity  is  available;  many 
installations  are  made  up  of  belted  equipment  using  synchronous, 
induction,  and  direct  current  motors.  The  belted  motor  usually 
run  at  a  speed  approximately  five  times  the  compressor  speed 
which  varies  from  75  revolutions  to  300  revolutions  per  minute. 
However  if  a  complete  analysis  were  made  of  the  various  types 
of  motors  used  with  air  compressors  it  would  require  more  than 
the  allotted  amount  of  space  available  for  this  article  and  hence 
the  following  treats  with  direct  connected  synchronous  motors 
only. 

The  standard  electrical  material  furnished  for  an  air  com- 
pressor installation  consists  of  the  synchronous  motor,  belted 
exciter,  rails  or  foundation  caps,  and  a  control  panel.  The  motor 
is  furnished  to  the  compressor  builder  without  beatings,  base  or 
shaft.  The  rotor  of  the  motor  is  pressed,  by  means  of  hydraulic 
pressure,  directly  on  the  shaft  of  the  compressor;  the  stator  is 
mounted  in  line  with  the  rotor  and  concentric  with  the  shaft  and 
rotor.  The  stator  rests  on  the  cast  iron  rails  which  are  set  in 
the  concrete  foundation.  The  rails  are  approximately  2  inches 
thick,  15  inches  long,  and  8  inches  wide,  and  serves  the  purpose  of 


Vol.  XII,  No.   4]  JOSLYN:   AIR  COMPRESSORS  227 

allowing  the  stator  to  be  moved  along  the  rails  in  case  it  is  neces- 
sary to  work  on  the  rotor.  If  the  motor  is  to  be  installed  where 
facilities  are  not  available  for  pressing  the  rotor  on  the  shaft,  it  is 
necessary  to  furnish  a  split  rotor  which  can  be  belted  on  the 
shaft.  It  is  sometimes  more  convenient  to  ship  the  stator  in  two 
pieces  also  but  this  is  usually  supplied  as  one  piece. 

The  belted  exciter  may  be  mounted  on  the  floor  a  few  feet  from 
the  compressor.  A  small  pulley  is  mounted  on  the  compressor 
shaft  of  a  diameter  approximately  five  times  the  diameter  of  the 
exciter  pulley  so  that  the  exciter  will  run  at  a  speed  five  times  as 
fast  as  that  of  the  compressor.  It  is  evident  that  a  direct  con- 
nected exciter  to  run  at  150  or  200  R.  P.  M.  would  be  consider- 
ably larger  and  more  expensive  than  an  exciter  running  at  1000 
R.  P.  M.  Therefore  for  this  particular  service  a  belted  exciter  is 
always  preferable  to  a  direct  connected  exciter.  The  exciter  is  a 
small  direct  current  generator  of  the  compound  wound  type.  Ii 
is  adusted  for  flat  compounding,  that  is  125  volts  at  no  load  and 
at  full  load.    A  typical  installation  is  shown  in  Fig  i. 

The  synchronous  motor  panel  should  be  installed  in  a  con- 
venient place  and  arranged  so  that  the  operator  may  have  an 
unobstructed  view  of  the  motor  when  operating  the  switches  at 
the  panel.  The  slate  panel  is  mounted  on  pipe  supports  and  the 
essential  equipment  is  as  follows : 

I — A.  C.     Line  ammeter. 

I — D.  C.    Field  ammeter. 
•  I — Exciter  field  rheostat  and  hand  wheel. 

I — Compensator  mounted  in  back  of  panel. 

I — Double  pole  field  switch  with  discharge  resistance  clips 

I — Triple  pole  double  throw  main  and  compensator  line  oil 
circuit  breaker. 

I — Triple  pole  single  throw  starting  oil  circuit  breaker. 

I — Lever  mechanism  with  overload  trip  for  the  main  oil  cir- 
cuit breaker,  mechanically  interlocked  with 

I — Non  automatic  lever  mechanism  simultaneously  operating 
the  starting  and  compensator  line  oil  circuit  breakers. 

I — Time  limit  lock  to  prevent  starting  the  motor  except  from 
the  starting  taps  of  the  compensator. 

I — Undervoltage  device  for  main  breaker. 


228 


THE   ARMOUR   ENGINEER  [May,    1921 


Vol.  XII,  No.   4]  JOSLYN:    AIR  COMPRESSORS  229 

0 

2 — Current  transformers. 

I — Potential  transformer  for  undervoltage  device. 

2 — Inverse  time  limit  overload  relays. 
.    I — Pilot  lamp  for  exciter  circuit. 

The  starting  lever  is  located  on  the  left  side  facing  the  panel.  The 
underv^oltage  device  is  placed  between  the  two  operating  levers. 
The  motor  field  switch  with  the  barriers  is  located  on  the  right 
hand  side  and  in  the  center  of  the  board.  The  two  overload  relays 
are  placed  on  the  upper  left  side ;  the  ammeters  and  exciter  field 
rheostat  handwheel  occupy  the  extreme  upper  part  of  the  board. 
The  pilot  lamp  is  secured  to  the  upper  edge  of  the  panel  where  it 
is  in  plain  view  to  the  operator.  In  back  of  the  panel  and 
mounted  on  the  pipe  framework  the  compensator  is  placed.  This 
is  merely  an  auto-transformer  to  enable  the  motor  to  be  started  on 
50,  60  or  70%  of  line  voltage.  If  the  compensator  has  a  capacity 
of  over  approximately  300  Kva,  it  is  mounted  on  the  floor  instead 
of  the  pipe  supports  due  to  its  excessive  weight.  In  addition  to 
the  equipment  mentioned  above  it  is  sometimes  necessary  to  fur- 
nish a  rheostat  in  the  motor  field.  This  is  only  necessary  how- 
ever when  two  or  more  machines  are  excited  from  a  common 
source  such  as  a  direct  current  bus  or  a  motor  generator  set ;  but 
if  an  individual  exciter  is  furnished  with  a  synchronous  motor 
an  exciter  field  rheostat  only  is  required. 

The  starting  switch  and  running  switches  are  mechanically 
interlocked  so  that  it  is  impossible  to  close  the  running  switch 
first.  There  is  also  a  time  limit  interlock  arrangement  which 
necessitates  throwmg  m  the  running  switch  immediately  after 
releasing  the  starting  switch.  In  case  the  operator  fails  to  com- 
plete this  operation  within  the  specified  time  the  running  switch 
cannot  be  closed  and  it  is  necessary  to  repeat  the  starting  opera- 
tion. A  wiring  diagram  of  a  panel  is  shown  in  Figure  2.  Brief- 
ly the  method  of  starting  the  unit  is  as  follows : 

The  starting  oil  switch  lever  is  closed. 

This  operation  closes  the  two  oil  switches  A  and  B  which  are 
controlled  by  a  tandem  mechanism  and  close  simultaneously.  The 
switch  A  connects  the  compensator  to  the  line  and  the  switch  B 
connects  the  starting  tap  of  the  compensator  to  the  motor.  After 
the  motor  has  reached  the  maximum  speed  it  can  attain  at  this 
voltage,  the  field  switch  is  closed,  and  the  rotor  is  pulled  into 
step.     The  starting  lever  is  then  tripped  out  and  the  running 


230 


THE    ARMOUR    ENGINEER  [May,   1921 

Source 
Ammeter 


Slortinq 
Compensotor 


Oil  Circuit  Breaker 
Shunt 


Furnished  Onl 
When  Required 


Rheostat 


■  Mechanically 
Odd  Time  Limit 
Interlock 


5unchronous  Motor 


Fig.  2 

switch  C  closed  immediately.  The  motor  is  now  connected  direct- 
ly to  the  line  and  the  compensator  completely  disconnected.  The 
rheostat  can  be  adjusted  to  give  the  desired  power  factor  which 
is  usually  unity  when  the  motor  is  carrying  full  load.  The  pilot 
lamp  on  the  panel  is  connected  directly  across  the  armature  of  the 
exciter  in  order  to  indicate  when  the  exciter  is  delivering  full  vol- 
tage to  the  motor  field. 

The  starting  torque  required  by  an  air  compressor  with  the  by 
have  the  correct  starting  torque,  pull  in,  and  break  down  torque. 


Vol.  XII,  No.   4]  JOSLYN:   AIR  COMPRESSORS  231 

The  starting  torque  required  by  an  air  compresser  with  the  by 
starting  torque  varies  with  each  compressor  and  it  is  well  for 
the  compressor  builder  to  notify  the  electrical  manufacturer  of  the 
starting  torqque  actually  required  so  that  the  synchronous  motor 
may  be  designed  to  take  care  of  the  particular  job  for  which  it  is 
intended.  The  synchronous  motor  is  started  similarly  to  a 
squirrel  cage  induction  motor,  and  as  in  the  case  of  the  induction 
motor  the  starting  torque  depends  primarily  upon  the  design  of 
the  amortisseur  winding.  A  high  resistance  winding  means  a  high 
starting  torque  and  a  low  resistance  winding  means  a  low  start- 
ing torque.  To  present  this  point  more  clearly  the  rotor  may  be 
considered  to  have  two  windings  or  two  paths,  for  carrying  the 
•current,  connected  in  parallel.  The  amortisseur  winding  is  one 
winding  and  has  a  fixed  resistance.  The  field  winding  is  the 
other  path  and  its  resistance  may  be  infinite  which  it  is  when  the 
field  switch  is  open  or  it  may  have  a  definite  value  as  when  a  dis- 
charge resistance  is  connected  across  the  field  terminals.  How- 
ever from  the  law  of  parallel  circuits  it  may  readily  be  seen  that 
the  complete  circuit  has  maximum  resistance  when  the  field  cir- 
cuit is  open  and  as  soon  as  the  field  circuit  is  closed  through  a 
resistance  the  resistance  of  the  complete  circuit  is  lessened  and 
there  is  a  lower  starting  torque.  The  starting  torque  of  a 
synchronous  motor  also  varies  as  the  square  of  the  voltage  of  the 
supply  circuit.  Since  the  starting  compensators  are  provided  with 
three  taps  it  is  evident  that  if  the  motor  fails  to  start  on  the  lowest 
tap  the  connections  may  be  readily  transferred  to  the  next  higher 
tap.  It  is  advisable  to  keep  the  motor  connected  to  the  lowest  tap 
which  will  give  the  required  starting  torque  as  the  current  in 
rush  is  less  on  the  lower  tap. 

The  synchronizing  torque  or  pull  in  torque  also  depends  upon 
the  resistance  of  the  amortisseur  winding.  A  high  resistance  rotor 
furnishes  low  pull  in  torque  and  vice  versa.  Thus  it  will  be  noted 
that  good  starting  torque  is  obtained  by  sacrificing  the  pull  in 
torque.  The  most  advantageous  arrangement  is  to  design  the 
amortisseur  winding  so  that  maximum  torque  will  occur  at  one 
half  synchronous  speed  as  this  will  give  about  the  same  amount 
of  static  and  synchronizing  torque.  With  the  proper  value  of 
resistance  across  the  collector  rings  the  torque  near  full  speed  is 
increased.  A  change  from  this  resistance  in  either  direction  will 
decrease  the  torque.    An  accurate  and  convenient  way  of  deter- 


232 


THE    ARMOUR    ENGINEER 


mining  the  proper  resistance  is  to  bring  the  motor  to  constant 
speed  at  full  voltage  with  the  load  it  has  to  pull  into 
synchronism,  then  by  means  of  a  water  rheostat  or  some  other  var- 
iable resistance  connected  across  the  collector  rings,  to  determine 
the  resistance  which  will  increase  the  speed  to  the  highest  value. 
The  discharge  resistance  should  be  designed  to  contain  this  ohmic 
value.  The  discharge  resistance  also  serves  the  purposes  of  dissi- 
pating the  excessive  field  energy  when  the  field  switch  is  opened. 
There  is  another  factor  that  influences  the  starting  torque  and 
that  is  the  field  windings.  To  insure  maximum  starting  torque 
the  field  switch  should  be  open,  which  means  that  the  field  coils 
are  open  circuited  and  infinite  resistance  is  in  this  particular  circuit. 
The  above  method  is  resorted  to  in  case  conditions  arise  in  service 
where  the  pull  in  torque  requirements  prove  to  be  greater  than 
were  anticipated  at  the  time  the  machine  was  designed.  It  is  al- 
ways advisable  to  synchronize  the  motor  when  running  from  the 
compensator  if  possible  as  the  motor  may  then  be  thrown  directly 
on  the  line  with  very  little  disturbance. 

The  third  torque  value  to  be  considered  in  the  synchronous 
motor  is  the  pull  out  or  break  down  torque  which  varies  from  150 
per  cent  to  300  per  cent  of  normal  torque  in  standard  machines. 
The  pull  out  capacity  varies  directly  as  the  terminal  voltage  and 
also  directly  as  the  field  excitation.  It  may  be  calculated  directly 
from  the  saturation  and  synchronous  impedance  curves  of  the 
machine  or  by  theoretical  formula,  the  former  method  is  more 
accurate  as  it  gives  the  actual  values  while  the  latter  method 
furnishes  theoretical  results.  Let  Figure  3  represent  the  satura- 
tion curve  and  the  synchronous  impedance  curve  of  a  synchronous 
motor. 

F  is  the  value  of  field  current  necessary  to  produce  normal 
terminal  voltage  En.  Fj  represents  the  field  excitation  required  to 
obtain  normal  armature  current  from  the  synchronous  impedance 
curve  and  F,  is  the  value  of  field  current  at  full  load.  The  power 
furnished  to  a  synchronous  machine  at  break  down  is 
voltage  X  current 

P  = V  3  Cos  6  K.  W.     Therefore  at  a  ter- 

1000 
minal  voltage  £„  and  a  field  excitation  F,  corresponding  to  nor- 
mal armature  current,  the  pull  out  capacity  would  be  equal  to 


Vol.  XII,  No.  4]  JOSLYN:   AIR  COMPRESSORS 


233 


P  = 


Cos  6  K.  W.,  which  is  the  normal  rating  of  the 


1000 


motor.     Then  at  an  excitation  F2  corresponding  to  a  current  of 


Fig.  3. 

I2,  on  the  synchronous  impedance  curve  and  the  same  termina\ 

V?En  I, 

voltage  as  before  the  power  will  be  P  =     Cos.  6  K.  W. 

1000 
That   is  the   break   down   capacity  at   a   field   excitation    F2   is 

la  F2  .  .     u 

equivalent  to  —  ^  —   times   the   normal  Kva  ratmg  of   the 

In  F 

machine.    The  ratio  of  the  field  excitation  corresponding  to  nor- 


234  THE    ARMOUR    ENGINEER  [May,   1921 

mal  voltage  on  the  saturation  curve,  to  the  field  excitation  corres- 
ponding to  normal  armature  current  on  the  synchronous  im- 
pedance curve  is  known  as  the  short  circuit  ratio.    Therefore  the 

F. 
short  circuit  ratio  K  ^  — .     The  magnetomotive  force  diagram 

of  a  synchronous  motor  at  unity  power  factor  illustrating  the 
position  of  the  field  current  values  is  shown  by  the  small  sketcli 
in  Figure  6. 

Therefore  F^^  =  F2  +  F,\ 

F. 

Fi 

When  the  short  circuit  ratio  K  is  known  the  pull  out  capacity 
is  approximately  equal  to  V  {i  -\-  K.^)  times  the  normal  Kva. 
rating  of  the  machine.  The  above  formula  is  true  of  a  unity 
power  factor  machine  only.  For  instance  if  a  300  Kva,  unity 
power  factor  machine  has  a  short  circuit  ratio  of  1.4,  the  pull 
out  capacity  would  be 

300  V  (i  +  1-4^)  =  300  X  1.72  =  516.  KW. 
When  two  or  more  synchronous  machines  are  operating  on 
the  same  system  they  must  run  at  the  same  average  electrical 
speed.  The  electrical  speed  is  determined  by  the  frequency  of  the 
circuit.  There  is  an  elastic  or  synchronizing  force  which  tends  to 
keep  the  machines  rotating  at  the  same  speed ;  in  case  a  machine 
tries  to  speed  up  it  is  held  back  and  if  it  has  a  tendency  to  lag»  the 
synchronizing  force  will  pull  it  up  into  the  position  of  uniform 
rotation.  By  position  of  uniform  rotation  is  meant  the  position 
which  the  rotor  would  occupy  with  respect  to  the  rotating  field,  if 
running  at  no  load  with  a  constant  driving  force.  The  air  com- 
pressor presents  a  decided  variable  load  throughout  each  cycle . 
The  variations  are  periodic  and  of  sufficient  magnitude  to  cause 
considerable  trouble  if  precautions  are  not  taken.  Any  change  in 
the  load  itself  compels  the  motor  to  readjust  itself  to  the  changed 
conditions,  its  tendency  being  to  slow  down  with  increase  in  load 
and  to  speed  up  when  the  load  is  reduced.  Each  time  the  rotor  is 
thus  displaced  there  is  a  heavy  inrush  of  line  current  which  re- 
turns to  normal  as  soon  as  the  rotor  is  in  the  position  of  uniforn] 


Vol.  XII,  No.   4] 


JOSLYN:   AIR  COMPRESSORS 


235 


rotation.  The  increase  in  current  means  a  large  line  drop  and 
consequently  if  lights  are  supplied  from  the  same  circuit  there 
is  a  variation  in  voltage.  With  every  revolution  of  the  compressor 
the  Hghts  will  flicker  or  perhaps  burn  out.  To  limit  these  devia- 
tions of  the  rotor  it  is  often  ecessary  to  add  a  fly  wheel  to  the 


unit  which  will  give  the  rotor  sufficient  inertia  to  keep  it  running 
comparatively  uniformly.  The  allowable  displacement  is  3J^ 
electrical  degrees  plus  or  minus  from  the  neutral  position  of  rota- 
tion. From  the  torque  effort  diagram  of  the  air  compressor  it  is 
possible  to  calculate  the  fly  wheel  effect  necessary  for  satisfactory 
operation.  The  rotor  of  the  motor  of  course  has  a  certain  amount, 
but  in  case  the  value  is  not  sufficient  to  limit  the  angular  duration 
to  35^  electrical  degrees,  a  fly  wheel  must  be  added.  The  torque 
effort  diagram  is  calculated  from  the  indicator  cards,  weight  of 
the  reciprocating  parts,  radius  of  crank  circle  and  other  data  ob- 
tathed  directly  from  the  compressor. 

Synchronous  motors  are  especially  desirable  for  air  compressor 
service  when  the  system  has  poor  power  factor  characteristics. 
Induction  motors  and  transformers  involve  a  lagging  power  es- 
pecially when  underloaded.  A  poor  power  factor  means  larger 
generators  than  necessary,  higher  cost,  lower  efficiency  and  poor 


236  THE    ARMOUR    ENGINEER  [May,   1921 

regulation.  Several  power  companies,  realizing  the  disadvantages 
of  a  low  power  factor,  penalize  their  customers  if  the  power, 
factor  of  the  individual  plants  are  below  a  certain  value.  It  is 
often  the  case  that  a  compressor  is  only  required  to  deliver  full 
load  part  of  the  time  and  thus  it  is  possible  to  operate  the  motor 
on  unity  power  factor  when  delivering  full  load  and  at  a  leading 
power  factor  when  operating  at  part  load.  It  is  also  possible  to 
design  a  synchronous  motor  to  carry  full  mechanical  load  and 
have  available  a  sufficient  amount  of  reactive  Kva.  available  for 
power  factor  correction  purposes.  It  is  possible  to  operate  the 
motor  at  unity  power  factor  by  adjusting  the  field  rheostat  until 
the  line  or  armature  current  is  a  minimum  for  a  given  mechanical 
load.  At  this  point  the  current  is  neither  leading  nor  lagging  the 
voltage  and  the  total  power  input  is  being  used  to  drive  the  load 
and  to  overcome  the  losses  in  the  machine.  If  the  excitation  is 
increased  beyond  this  point  the  current  leads  the  voltage  and  the 
machine  is  said  to  be  operating  at  leading  power  factor,  and  if 
the  excitation  is  decreased  below  this  point  the  current  lags  be- 
hind the  voltage  and  a  lagging  power  factor  results.  A  syn- 
chronous motor  is  capable  of  operating  at  any  power  factor  from 
zero  to  unity  if  the  fields  are  designed  to  carry  the  current  with- 
out overheating.  A  unity  power  factor  machine  cannot  operate 
at  .8  p.f.  and  still  maintain  its  full  rated  load  without  overheating. 
However  an  .8  p.f.  motor  can  operate  at  unity  without  overheat- 
ing due  to  the  fact  that  the  minimum  amount  of  armature  current 
and  a  smaller  field  current  is  required  at  unity  power  factor  and 
thus  less  heat  is  generated.  It  is  evident  therefore  that  a  unity 
power  machine  operates  more  efficiently  than  at  any  other  power 
factor ;  and  also  the  first  cost  is  lower  on  account  of  the  fact  that 
a  smaller  machine  is  required  at  unity  than  at  any  other  power 
factor.  A  unity  power  factor  machine,  when  working  under  full 
load,  does  not  deliver  any  wattless  Kva.  to  the  line. but  it  does 
improve  the  power  factor.  However  if  the  load  is  decreased  and 
full  load  excitation  applied,  a  certain  amount  of  reactive  Kva.  is 
available.  From  the  above  discussion  it  will  be  noted  that  the 
power  factor  of  a  system  will  be  aided  by  a  synchronous  motor. 
The  amount  of  this  correction  will  depend  upon  whether  the 
machine  is  (i)  a  unity  power  factor  motor,  (2)  a  power  factor 
motor  delivering  part  mechanical  load  and  part  corrective  load 
and  (3)  a  synchronous  condenser  in  which  all  the  input  to  watt- 


Vol.  Xn,  No.   4]  JOSLYN:   AIR  COMPRESSORS 


^7 


less  leading  current  is  used  for  corrective  purposes.  It  is  evi- 
dent under  case  3  that  a  synchronous  motor  could  not  operate  at 
zero  power  factor  and  also  drive  a  compressor.  However,  to 
make  the  explanation  of  power  factor  correction  complete  the 
effect  of  a  synchronous  condenser  on  the  line  has  been  brought 


l/y 


up  in  connection  with  the  other  two  illustrations.  The  following 
examples  will  illustrate  the  three  uses :  An  industrial  plant  has  a 
load  of  2400  K.  W.  at  .6  p.  f.  or  4000  Kva.  If  a  2000  Kva.  syn- 
chronous motor  is  added  to  the  system  the  effects  at  (i)  unity 
power  factor,  (2)  .8  p.  f.,  and  (3)  zero  power  factor  will  be  as 
follows : 

(i)     As  a  unity  power  factor  motor,  ^g.  4. 

Let  the  line  A.  B.  represent  the  energy  load  of  2400  K.  W.  The 
2400 

^va.  =  =  4000  Kva.  and  is  represented  by  A.  C.     The 

.6 
wattles  energy  is  equal  to  B.  C.  =  V  ( AO  —  AB«)  =  V  (40002— 
2400^)  ==  3200  Kva.    A  2000  Kva.  i.o  p.  f.  synchronous  motor  is 
added  and  represented  by  the  line  C.  D.    The  total  energy  load  is 


238 


THE  ARMOUR  ENGINEER 


[May,   1921 


now  4400  K.  W.  and  the  reactive  Kva.  remains  3200  Kva.    The 
total  power  is  A.  D.  =  V  (AE^  +  DE^)  =  V  (44002  _|.  32002)= 

4400 
5440  Kva.  The  new  power  factor  of  the  system  is  now =  .81. 

5440 
Therefore   using  a   2000   Kva.    synchronous    motor   the   power 
factor  has  been  increased  from  .60  to  .81.    The  actual  mechanical 


Fig.  6. 


load  on  the  system  has  been  increased  83  1-3%  while  the  gen- 
erator capacity  has  been  increased  only  36%. 

(2)     As  an  .8  power  factor  motor  fig.  5. 

Referring  to  Fig.  5  the  lines  A.  B.  C,  B.  C.  and  A.  C.  represent 
the  energy  load,  wattless  Kva.  and  total  Kva.  respectively.  A 
2000  Kva.  .8  p.  f.  synchronous  motor  is  now  added  to  the  system. 
This  will  mean  that  .8  x  2000  K.  W.  or  1600  K.  W.  energy  load 
and  1200  wattless  Kva.  has  been  added.  The  wattless  Kva.  of  the 
synchronous  motor  will  neutralize  an  equal  amount  of  wattless 
Kva.  of  the  system  due  to  the  fact  that  the  synchronous  motor 
furnished  wattless  leading  Kva.  as  against  wattless  lagging  Kva. 
of  the  load.  The  line  C.  F.  represents  the  leading  wattless  Kva. 
and  F.  C.  the  energy  of  the  motor.  The  total  energy  load  is 
4000  K.  W.  and  wattless  Kva.  2000  A.  G.  is  the  total  Kva.  of 


Vol.  XII,  No.   4]  JOSLYN:   AIR  COMPRESSORS  239 

the  system  and  is  equal  to  V  ( AH^  -f  GH")  =  V  (4000^  +  20002) 
=  4472  Kva,  This  is  the  rating  of  the  generator  necessary  to  carry 

4000 

the   total   load.    The   new   power   factor  is   now  =  .895 

4472 
instead  of  ,60.    In  this  case  the  energy  load  has  been  increased 
66%%  and  the  generator  capacity  approximately  12%. 

(3)     As  a  synchronous  condenser  fig.  6. 

A  synchronous  condenser  operates  at  zero  p.  f.  and  is  for  cor- 
rective purposes  only.  There  is  no  mechanical  load  available  in 
this  case  and  the  total  Kva.  is  wattless  leading.  In  fig.  6  the  same 
notation  is  used;  the  mechanical  load,  wattless  Kva.  and  total 
Kva.  being  represented  by  AB,  BC  and  AC  respectively.  The 
2000  Kva.  synchronous  condensor  is  now  applied.  The  leading 
wattless  Kva.  of  the  synchronous  condensor  is  noted  as  CD  and  is 
opposite  in  direction  to  BC.  The  energy  load  remains  unchanged 
but  the  wattless  Kva.  is  now  BD  =  3200  —  2000  =  1200  Kva. 
The  total  Kva.  is  A.  D.  =  V  (AB^  +  BD2)  ==  V  (2400^  +  1200^) 

2000 

=  2683  Kva.    The  new  power  factor  is  now =  .895.    Al 

2683 
though  no  mechanical  load  has  been  added  the  total  Kva.  has 
been  decreased  from  4000  to  2683  and  therefore  a  generator  of 
only  two  thirds  capacity  is  required  and  relative  decrease  in  the 
transformers,  cables  and  oil  switches. 

From  the  above  examples  it  may  be  noticed  that  a  synchronous 
motor  air  compressor  unit  will  increase  the  power  factor  of  an 
alternating  current  system  materially. 

The  above  discussion  has  not  gone  into  the  theory  of  air  com- 
pressors or  synchronous  but  has  dealt  with  the  practicable  side 
of  the  subject.  There  are  several  text  books  which  explain  the 
theory  of  these  machines  in  detail,  to  which  the  reader  may  refer 
if  sufficiently  interested.  In  conclusion  the  main  advantages  of 
synchronous  motor  air  compressor  units  are  efficiency,  minimum 
space,  simplicity  of  operation,  and  flexibility  of  power  factor 
correction. 


CHEMICAL  FIRE  EXTINGUISHERS 

Norman  F.  Kimball,  M  E.,  F.  P.  E.,  Chief  Elngineeri  the 
O.  J.  Childs  Company,  Inc.,  Utica,  N.  Y. 


Foreword. 

Practically  all  fires  are  small  at  the  beginning  and  many  fires 
are  discovered  in  their  incipiency.  For  the  lack  of  a  chemical 
fire  extinguisher  or  other  suitable  means  of  extinguishing  fire 
millions  of  dollars  worth  of  property  have  been  lost  and  many 
human  lives  sacrificed.  Chemical  fire  extinguishers  are  de- 
signed to  take  care  of  incipient  fires  and  they  have  been  in 
successful  use  for  many  years  and  their  effectiveness  is  univer- 
sally recognized.  The  soda-and-acid  fire  extinguishers  are  thor- 
oughly standardized  and  at  the  present  time  there  are  over 
1,000,000  of  them  in  use  in  this  country,  guarding  factories,  ware- 
houses, mercantile  establishments,  hotels,  etc. 

General  Design. 

Chemical  fire  extinguishers  of  the  soda-and-acid  type  have  a 
total  capacity  of  three  gallons  and  a  solution  capacity  of  two-and- 
one-half  gallons.  Generally  speaking,  a  chemical  fire  extinguisher 
consists  of  a  closed  cylindrical  container  partially  filled  with  a 
solution  of  water  and  bicarbonate  of  soda  and  a  small  quantity 
of  commercial  sulphuric  acid  in  a  glass  bottle  which  is  supported 
at  the  upper  end  of  the  tank.  The  acid  bottle  is  closed  by  means 
of  a  loose  stopple  which  is  generally  made  of  lead.  The  opening 
at  the  top  of  the  extinguisher  through  which  the  chemicals  are 
placed  is  fitted  with  a  threaded  brass  collar,  and  this  opening  is 
closed  by  a  brass  cap  which  threads  on  to  the  collar.  A  length  of 
rubber  hose  fitted  with  a  nozzle,  is  attached  to  a  discharge  elbow, 
and  is  used  to  direct  the  stream. 

Construction. 

The  illustration  shows  a  three-gallon  soda-and-acid  extinguisher 
manufactured  by  the  O.  J.  Childs  Company,  Inc.,  of  Utica,  N.  Y. 

The  tank  proper  of  a  "Childs"  chemical  fire  extinguisher  is 
made  of  a  copper  cylinder  with  convex  heads.  The  cylinder  is 
of  cold  rolled  Lake  Superior  copper,  properly  tempered,  and  of 
No.  18  Brown  and  Sharp  gauge,  this  thickness  of  copper  being 
sufficient  to  make  the  tank  strong  enough  to  withstand  a  hydro- 
static pressure  of  350  pounds  per  square  inch  without  distortioa 
The  vertical  or  longitudinal  seam  is  riveted  with  a  row  of  copper 


Vol.  XII,  No.   4]      KIMBALL:    FIRE  EXTINGUISHERS 


241 


rivets,  the  seam  is  sweated  with  solder,  which  is  made  to  flow 
through  the  outer  edge,  and  in  addition  the  joint  is  backed  on 
the  inside  with  solder  which  makes  a  smooth  covering  for  the 

CROSS  SECTION  SHOWING  CONSTRUCTION 
"CHILDS"  EXTINGUISHER. 


BEST  BRONZE 
BRASS. 

BOTTLE  CAGE,  NO.  4 
BRASS  WIRE 
FASTENED  TO 
CAP  DOES  NOT 
DEPEND    ON 
SOLDER,   NO 
LOOSE  PAR 

THREADED 
COUPLING 
TO  ELBOW 


HOSE  TESTED 
400  LBS. 


"CHILDS" 
CLAMPSAVOlb 
EXPENSE  OF 
NEW  COUP- 
LINGS AND 
NOZZLE  HOSE 
REPLACED  BY 
THE  USE  OF 
A     SCREW  \  I 
DRIVER.       ^1 


DOME  AND  BOT- 
TOM FORMED  BY 
STAMPING  AVOID- 
ING UNEVENNESS 
OF  METAL 
CAUSED  BY 
SPINNING. 


FILLING  LINE. 


SOLDER  COVER- 

NG  RIVET  HEADS 

ON  INSIDE  SHELL 


HAND  COPPER 
RIVETED  JOINTS. 


LAPS  TINNED  BEFORE 
PUTTING  TOGETHER 
THEN  SOLDER  SWEAT 
THROUGH  THE  JOINT. 

UPTURNED  EDGE 
BOTTOM  SOLDER- 
ED ON  INSIDE  OF 
SHELL 

HEAVY  BEAD 

FILLED    WITH 

SOLDER  TO 

SUPPORT  BOTTOM 

^S/BOTTOM  HANDLE. 


rivet  heads  on  the  inside  of  the  shell.  This  form  of  joint  is  very 
strong,  in  fact  stronger  than  the  copper  sheet  itself,  for  in  hydro- 
static pressure  tests  to  break  down  the  tank  invariably  fails,  or 
rupture  occurs,  in  the  sheet  and  not  at  the  joint. 

The  top  and  bottom  heads  are  formed  by  stamping  and  are  of 
a  heavier  gauge  of  copper  than  the  shell.  The  top  head  or  dome 
is  riveted  to  the  shell — this  being  a  special  feature  of  "Childs" 
extinguishers — and  the  joint  is  sweated  and  finished  in  a  similar 
manner  to  the  vertical  seam  described  in  the  preceding  par- 
agraph. The  bottom  head  is  set  up  against  a  small  bead  and 
adjacent  to  a  large  bead  which  is  rolled  in  the  shell.      The  space 


242  THE    ARMOUR    ENGINEER  [May,   1921 

between  the  larger  bead  and  the  bottom  head  is  banked  with 
solder  and  the  joint  is  sweated. 

The  interior  of  the  extinguisher  shell  and  all  surfaces  of  the 
various  brass  fittings  which  are  exposed  to  the  solution  contents 
are  coated  with  a  lead-tin  alloy  as  a  protection  against  corrosion. 

The  lower  edge  of  the  shell,  which  rests  on  the  ground  when 
the  extinguisher  is  standing  normally  upright,  is  strengthened  by 
means  of  a  stiffening  ring.  This  stiffening  ring  is  a  steel  wire 
inserted  in  a  bead  and  around  which  the  lower  edge  of  the  shell 
is  spun. 

The  correct  amount  of  solution  which  is  to  be  placed  in  the 
tank  is  shown  by  means  of  a  filling  indicator  or  marker.  This 
indicator  is  a  copper  angle  piece  which  is  soldered  to  the  inside 
of  the  shell  at  the  correct  level. 

The  extinguisher  cap  which  threads  down  on  to  the  collar  is 
designed  so  that  the  threads  are  protected  against  exposure  to 
the  contents  of  the  extinguisher.  This  cap  is  provided  with  a 
ring  handle  to  facilitate  its  removal  and  replacement  on  the  collar. 

The  acid  bottle  is  supported  in  a  removable  cage  in  some  types 
of  extinguishers  but  in  the  case  of  the  "Childs"  extinguisher  the 
acid  bottle  cage  is  fastened  to  the  under  side  of  the  tank  cap.  The 
stopple  which  closes  the  opening  in  the  acid  bottle  is  of  special 
composition  metal,  mostly  lead,  with  a  small  percentage  of  anti- 
mony. The  stopple  is  designed  in  proportion  to  regulate  the  flow 
of  acid  when  the  extinguisher  is  inverted. 

The  hose  on  chemical  fire  extingjuishers  is  generally  of  the  3/8" 
size  and  about  17''  in  length.  The  nozzle  is  cast  of  composition 
metal,  similar  to  that  of  which  the  stopple  is  made. 

Operation. 

To  operate  a  soda-and-acid  extinguisher  it  should  be  carried 
to  the  fire  by  means  of  the  top  handle  and  then  put  into  operation 
by  merely  inverting  it.  When  the  extinguisher  is  inverted  the 
loose  stopple  falls  partly  out  of  the  bottle,  and  the  acid  is  grad- 
ually fed  into  the  soda  solution.  The  chemical  reaction  between 
the  acid  and  soda  solution  liberates  large  quantities  of  carbon 
dioxide,  commonly  known  as  carbonic  acid  gas.  This  immediately 
generates  comparatively  high  pressure  in  the  extinguisher  which 
forces  the  solution  out  of  the  nozzle  at  a  sufficiently  high  velocity 
to  provide  a  good  fire  stream.  The  stream  can  be  directed  by 
the  hose  and  nozzle*  t 


Vol.  XII,  No.  4]     KIMBALL:   FIRE  EXTINGUISHERS  243 

It  may  be  seen  from  the  preceding  paragraphs,  that  soda-and 
acid  fire  exitnguishers  are  self  contained  units.  Normally,  they 
stand  without  being  under  pressure,  but  just  as  soon  as  they  are 
operated  they  generate  their  own  pressure  and  discharge  a  fire 
stream  about  40  feet  in  length. 

The  pressures  generated  in  chemical  fire  extinguishers  depend 
upon  various  features  of  design  and  condition.  These  various 
features  are  the  rate  of  acid  feed,  the  amounts  of  soda  and  acid 
used,  the  liquid  capacity  of  the  tank,  total  capacity  of  the  tank-, 
the  diameter  of  the  nozzle  orifice  and  the  temperature  of  the 
solution  at  the  time  of  operation.  The  correct  rate  of  applying 
the  acid  is  controlled  by  the  design  of  the  inner  diameter  of  the 
acid  bottle  neck,  the  diameter  and  length  of  the  stopple,  and  the 
distance  the  stopple  falls  away  from  the  bottle  when  the  ex- 
tinguisher is  operated.  In  addition  to  providing  correct  operating 
pressures  it  is  necessary  that  the  solution  discharge  be  alkaline  in 
character  and  have  no  trace  of  acid  at  any  time  during  the  stream 
discharge. 

Under  ordinary  solution  temperatures,  say  about  70  degrees 
Fahr.,  the  pressure  of  about  40  pounds  is  obtained  in  five  seconds 
after  the  extinguisher  is  operated,  the  pressures  gradually  in- 
crease up  to  about  i(X)  pounds  in  approximately  25  seconds  and 
from  then  on  they  gradually  decrease  until  the  solution  is  entirely 
discharged.     The  duration  of  discharge  is  about  60  seconds. 

Strength. 

Approximately  all  of  the  soda-and-acid  extinguishers  now  man- 
ufactured are  built  under  the  rigid  specifications  of  the  Under- 
writers' Laboratories  and  each  machine  bears  their  label.  It  is 
one  of  the  requirements  of  the  Underwriters'  Laboratories  that 
these  devices  be  of  such  strength  that  when  tested  to  a  hydro- 
static pressure  of  350  pounds  per  square  inch,  they  show  no  dis- 
tortion or  permanent  set.  These  extinguishers  when  tested  to 
break-down,  do  not  fail  or  burst  at  pressures  below  an  average  of 
500  pounds  per  square  inch.  In  a  test  made  ypon  a  "Childs"  ex- 
tinguisher, failure  of  the  tank  did  not  occur  until  a  pressure  of  700 
pounds  per  square  inch  had  been  impressed  upon  the  device. 
Since  the  average  maximum  working  pressure  is  about  100 
pounds  it  can  be  seen  that  these  devices  provide  an  ample  factor 
of  safety  and  are  thus  safe-guarded  against  failure  under  average 
service  conditions. 


244  THE    ARMOUR    ENGINEER  [May,   1921 

Fire  Extinguishing  Efficiency. 

The   theoretical    chemical   reaction   that   occurs   in  a   chemical 
fire  extinguisher  of  the  soda-and-acid  type  is  as  follows : 
2  NaH  CO3  +  H2SO,  =  2CO2  +  NaoSO^  +  2H2O 

A  chemical  fire  extinguisher,  when  properly  charged,  contains 
water,  bicarbonate  of  soda,  and  commercial  sulphuric  acid.  The 
bicarbonate  of  soda  is  dissolved  in  the  water  and  as  soon  as  the 
acid  is  allowed  to  mix  with  this  soda  solution,  a  violent  effer- 
vescence or  bubbling  takes  place.  This  chemical  reaction  forms 
large  volumes  of  carbon  dioxide  gas.  This  gas  will  not  support 
combustion,  it  having  a  great  smothering  or  choking  effect  on  fire, 
and  it  is  the  presence  of  this  gas  which  helps  to  make  the  chemical 
fire  extinguisher  so  effective. 

The  products  discharged  from  a  chemical  fire  extinguisher,  as 
shown  by  the  above  equation,  after  operation  may  be  listed  as 
follows : 

1.  Water  which  was  originally  put  in  the  device. 

2.  Water  formed  in  the  chemical  reaction. 

3.  Water  which  was  in  the  acid. 

4.  Sodium  sulphate,  a  heavy  insoluble  salt. 

5.  Carbon  dioxide  gas. 

6.  Bicarbonate  of  soda,  which  was  not  used  up  in  the  chemical 
reaction. 

The  fire  extinguishing  value  of  the  fire  stream  discharged  from 
a  chemical  fire  extinguisher  is,  therefore,  due  to  the  following 
properties : 

1.  The  presence  of  large  volumes  of  carbon  dioxide  gas,  which 
acts  as  a  blanket,  displaces  the  air,  thus  robbing  the  fire  of  oxy- 
gen without  which  combustion  cannot  take  place,  and  smothers 
the  flames.  Carbon  dioxide  gas  is  heavier  than  air  and  has  a 
tendency  to  settle  down  into  confined  and  inaccessible  -places, 
where  water  cannot  reach,  driving  out  the  oxygen  and  thereby 
smothering  the  fire. 

2.  The  cooling  effect  of  the  water  or  the  absorption  of  the 
heat  in  vaporizing  the  water  which  was  originally  put  into  the 
device,  the  water  which  was  in  the  acid,  and  the  water  formed  in 
the  chemical  reaction.  When  water  strikes  a  fire,  the  heat  turns 
it  into  steam  and  since  it  requires  quite  an  immense  amount 
of  heat  to  change  water  into  steam,  the  temperature  of  the  burn-^ 
ing  materials  are  lowered  to  the  point  where  they  are  so  cool  they 


Vol.  XII,  No.   4]      KIMBALL:    FIRE  EXTINGUISHERS  245 

cannot  burn.    The  clouds  of  steam  also  crowd  away  the  air  and 
smothers  the  fire. 

3.  The  sodium  sulphate  is  carried  along  in  the  stream  and 
covers  the  burning  substance  with  a  crust-like  salt  forming  a  fire- 
retardant  coating  on  the  burning  materials  retarding  combustion. 
A  very  similar  effect  to  this  is  that  of  pouring  sand  on  a  fire. 

4,  In  charging  an  extinguisher  more  bicarbonate  of  soda  is 
used  that  is  actually  needed  so  as  to  insure  that  all  of  the  acid  will 
be  neutralized.  This  excess  of  soda  which  is  not  used  up  in  the 
chemical  reaction  is  decomposed  or  broken  up,  when  it  strikes  the 
fire,  into  carbon  dioxide  and  carbonate  of  soda,  the  former  smoth- 
ering the  fire,  and  the  latter  acting  as  an  inert  coating  and  retard- 
ing combustion  in  the  same  manner  as  the  sodium  sulphate. 

Summarizing,  fires  are  extinguished  in  the  following  ways : 
ftrst,  by  cutting  off  the  supply  of  air  from  the  burning  materials ; 
second,  by  lowering  the  temperature  of  the  materials  so  that  fur- 
ther combustion  is  impossible.  In  chemical  fire  appliances,  the 
combustion  of  the  soda  solution  and  carbon  dioxide  gas  provides 
the  means  for  extinguishing  the  fire.  The  solution  acts  as  a  carry- 
ing agent  for  the  excess  soda  and  when  this  stream  strikes  the 
base  of  the  flames,  it  cools  off  the  burning  materials  and  at  the 
same  time  the  gas  crowds  the  air  away  and  further  combustion 
is  impossible. 

On  wood  fires,  or  fires  in  free-burning  material  of  any  kind, 
and  99%  of  all  fires  are  of  this  kind,  chemical  fire  appliances  are 
in  every  respect  the  most  efficient  that  can  be  put  in  use.  The 
reason  for  this  is  that  in  fires  of  this  kind  or  any  fires  with  a 
broken  surface,  it  is  necessary  to  have  a  steady  stream  with  pres- 
sure behind  it  to  send  into  a  fire  and  cool  it  ofif,  in  addition  to  de- 
positing enough  carbon  dioxide  to  prevent  combustion. 

Recharging  and  Maintenance. 

Chemical  fire  extinguishers  should  be  charged  promptly  after 
use  on  a  fire  or  if  not  so  used,  recharged  at  least  once  a  year.  In 
so  far  as  it  is  practicable  each  extinguisher  should  be  emptied  by 
discharging  as  though  on  a  fire.  It  is  highly  desirable  at  these 
yearly  inspections,  to  discharge  the  extinguisher  as  if  at  a  fire  be- 
fore the  persons  who  are  likely  to  use  the  extinguisher.  In  this 
way  valuable  knowledge  is  gained  of  the  operation  of  the  devices. 

To  recharge,  the  extinguisher  should  be  placed  upright  on  the 
floor,  the  cap  unscrewed,  and  the  acid  jar  removed.    The  tank  or 


246  THE    ARMOUR    ENGINEER  [May,   1921 

cylinder  should  be  emptied  and  thoroughly  cleaned,  removing 
deposits  of  soda  left  in  the  tank  from  the  old  charge.  The  ex- 
tinguisher should  be  partly  filled  with  water  and  then  inverted 
enough  to  drain  through  the  hose.  If  any  obstructions  are  ap- 
parent the  hose  and  nozzle  should  be  cleaned.  The  soda  should 
be  completely  dissolved  in  5  or  6  quarts  of  clear  water,  luke 
warm  water  being  preferable.  When  the  soda  is  all  dissolved  and 
the  solution  clear,  it  is  poured  into  the  tank  and  dean  water 
added  to  fill  to,  but  not  above,  the  filling  mark  on  the  inside  of 
the  tank.  The  stopple  is  placed  on  the  glass  bottle,  which  is 
filled  with  acid  to  the  filling  mark  on  the  glass,  and  the  bottle 
replaced  in  the  cage.  The  threads  in  the  collar  and  cap  should  be 
cleaned  and  oiled  with  plain  vaseline  and  the  cap  then  threaded 
tightly  on  the  collar.  Record  tags  are  attached  to  most  chemical 
extinguishers  and  the  date  of  recharging,  together  with  the  sig- 
nature of  the  person  who  performed  it,  should  be  written  on  this 
tag. 

Suitability. 

Chemical  fire  extinguishers  are  especially  adapted  for  use  as 
first  aid  fire  appliances  in  extinguishing  incipient  fires.  They  are 
eflfective  upon  all  fires  in  structural  material,  ordinary  furniture 
machinery,  and  containers  for  merchandise.  They  are  especially 
suited  for  fires  above  floor  levels,  and  upon  fires  in  all  substances 
that  mix  with  water. 

The  Underwriters'  Laboratories  classify  these  devices  as  fol- 
lows : 

"Extinguishers  of  loose  stopple  and  break  bottle  types  using 
soda  and  acid  are  effective  on  incipient  fires  in  free  burning 
rhaterial  (such  as  wood  etc.)  and  where  water  of  solutions  con- 
taining large  percentages  of  water  are  effective.  They  are  of 
limited  service  on  fires  in  liquids  of  a  flamable  nature.  Their 
use  on  electric  arcs,  electric  machinery,  on  wiring  carrying  high 
voltages  may  be  dangerous  on  account  of  the  conductivity  of  the 
liquid." 

Chemical  fire  extinguishers  can  be  readily  operated  while  being 
carried  about  and  can  also  be  handled  by  women.  The  force, 
length  and  duration  of  the  stream  are  not  dependent  upon  the 
operator.  These  devices  are  recommended  for  use  in  factories, 
public  buildings,  stores,  theatres,  hotels,  residences,  hospitals 
schools,  etc.,  etc. 


Vol.  XII,  No.   4]      KmBALL:    FIRE  EXTINGUISHERS  247 

Distribution  and  Arrangement. 

Since  the  needs  of  each  individual  property  are  peculiar,  a  gen- 
eral rule  cannot  be  made  as  to  the  number  of  chemical  fire  ex- 
tinguishers necessary.  The  local  underwriters  having  jurisdiction 
in  the  territory-  where  the  property  is  located  should  be  consulted 
before  chemical  fire  extinguishers  are  installed.  In  some  localities 
one  extinguisher  is  required  for  every  2,000  or  2,500  square  feet 
of  floor  area,  figuring  each  room,  gallery,  etc.,  separately;  and 
in  other  localities  two  extinguishers  are  required  for  the  same 
floor  area. 

It  is  very  good  practice  to  locate  chemical  fire  extinguishers  so 
that  the  travel  from  any  point  to  the  nearest  extinguisher  will 
not  be  greater  than  35  feet  in  any  direction.  These  devices  ought 
not  be  grouped  together  except  in  such  properties  as  churches, 
schools  and  strictly  office  buildings  where  corridor  distribution 
and  grouping  may  be  necessary  to  some  extent.  In  many  indus- 
tries temporary  hazards  occur  from  time  to  time  and  to  properly 
protect  these  it  is  found  good  practice  to  maintain  a  few  portable 
stands  or  racks  provided  with  extinguishers  which  can  be  located 
near  the  special  hazards. 

In  order  that  the  extinguishers  will  be  immediately  available  in 
the  event  of  fire,  they  should  be  distributed  and  located  where  they 
will  be  readily  accessible.  The  practice  of  painting  some  sort  of  a 
sign,  of  sharply  contrasting  colors,  on  the  walls,  well  above  the 
device  has  been  found  very  satisfactory  in  buildings  where  the 
extinguishers  are  likely  to  be  obscured  by  piles  of  stock,  lumber, 
etc.  These  signs  become  familiar  to  the  occupants  of  the  build- 
ing, bring  the  apparatus  into  distinct  prominence,  and  thus  tend 
to  save  valuable  time  in  a  case  of  fire. 

Susceptibility  to  Freezing. 

When  located  where  temperatures  lower  than  freezing  point, 
(32  degrees  Fahr.),  may  be  encountered,  chemical  fire  ex- 
tinguishers should  be  protected  against  freezing.  The  soda  solu- 
tion of  the  strength  used  in  these  extinguishers  will  freeze  at 
about  29  degrees  Fahr.,  and  the  freezing  point  of  sulphuric  acid 
varies  with  its  specific  gravity  from  about  29  degrees  to  32  de- 
grees above  zero  Fahr. 

Attempts  have  been  made  to  depress  the  freezing  point  of  the 
contents  of  chemical  fire  extinguishers  by  adding  certain  chem- 


248  THE    ARMOUR    ENGINEER  [May,   1921 

icals  such  as  ordinary  salt,  calcium  chloride,  denatured  alcohol, 
glycerine,  and  other  less  common  chemicals.  The  use  of  these 
ingredients  are  not  to  be  recommended  for  the  following  reasons : 

1.  Most  ingredients  when  added  have  the  effect  of  throwing 
a  part  of  the  bicarbonate  of  soda  out  of  solution  and  accordingly 
tend  to  reduce  the  pressure  when  the  chemical  is  brought  into 
service,  and  to  also  clog  up  the  extinguisher  when  used. 

2.  Many  ingredients  when  added  have  a  tendency  to  corrode 
the  interior  of  the  extinguisher. 

3.  Many  ingredients  when  added  may  set  up  a  reaction  v^^hen 
the  extinguisher  is  operated  which  would  have  possibly  undesir- 
able results. 

4.  The  addition  of  any  ingredients  for  depressing  the  freezing 
point  of  the  bicarbonate  of  soda  solution  has  no  eflfect  on  the  acid 
which  of  itself  in  many  cases  may  freeze  at  or  near  the  freezing 
point  of  water. 

5.  Although  ingredients  may  prevent  freezing  of  solution,  the 
extinguisher  at  low  temperatures  will  not  be  properly  operative 
on  account  of  sluggish  chemical  reaction  caused  by  low  temper- 
ature. 

It  is  good  practice  to  place  each  extinguisher  in  a  tight  wooden 
cabinet  containing  an  electric  light  bulb  which  should  be  kept 
lighted  continually  during  the  cold  weather.  Such  a  cabinet 
should  be  conspicuously  marked  to  show  that  it  contains  a  Fire 
Extinguisher. 

"Chemical  Fire  Extinguishers  vs.  Fire  Pails." 

The  advantages  chemical  fire  extinguishers  have  over  fire  pails 
are  many  and  great.  The  more  important  may  be  listed  as  fol- 
lows: (i)  Reliability  of  operation,  (2)  Efficiency,  (3)  Mainten- 
ance, (4)  Economy,  (5)  Appearance,   (6)   Sense  of  security. 

I.     Reliability  of  operation. 

The  reason  why  fire  pails  fail  on  the  average  fire  in  buildings 
is  because  of  their  limited  range  and  difficulty  of  applying  them. 
It  is  very  difficult  or  almost  impossible  to  reach  with  water  from 
a  pail  a  fire  burning  v.-ithin  flues  behind  sheathing,  on  overhead 
construction,  or  on  ceilings.  W'here  a  room  is  on  fire  and  the 
door  is  opened,  a  volume  of  hot  smoke  rolls  out,  completely  block- 
ing the  entrance,  and  making  it  next  to  impossible  to  get  the  water 
from  a  fire  pail  near  enough  to  the  points  where  combustion  is 
taking  place  to  have  it  do  any  good. 


Vol.  XII,  No.   4]     KIMBALL:   FIRE  EXTINGUISHERS  249 

In  contrast,  effective  work  can  be  done  with  a  chemical  fire  ex- 
tinguisher at  a  distance  of  30  feet  from  a  fire,  if  necessary,  and 
the  stream  will  penetrate  through  the  flame  and  smoke,  and  reach 
the  point  where  combustion  is  taking  place.  The  stream  from  the 
extinguisher  can  also  be  directed  so  accurately  that  there  is  no 
waste  of  the  fire-extinguishing  solution. 

2.  Efficiency. 

Efficiency  is  the  real  test  of  any  extinguishing  device  in  fight- 
ing a  fire.  Fire  pails  depend  entirely  upon  their  water  contents, 
the  greater  portion  of  which  never  reaches  the  fifire.  All  the 
water  from  a  fire  pail  is  thrown  on  the  fire  at  once,  and  there  is 
no  reserve  except  more  pails. 

The  chemical  fire  extinguisher  is  self-acting,  it  furnishes  its 
own  motive  power,  acts  positively  and  promptly,  and  saves  much 
valuable  time.  Each  gallon  of  water  as  it  leaves  the  nozzle  of 
the  extinguisher,  carries  with  it  about  twenty  times  its  volume  of 
carbonic  acid  gas.  By  conveying  this  gas  along  with  the  liquid, 
fires  in  inaccessible  places  can  be  successfully  reached.  The  gas 
being  heavier  than  air  is  carried  between  partitions  etc.,  directly 
to  the  point  where  the  combustion  is  taking  place. 

3.  Maintenance. 

One  of  the  principal  shortcomings  of  fire  pail  protection  is  the 
tendency  to  use  them  for  domestic  purposes.  Besides  this,  water 
in  fire  pails  evaporates  and  becomes  foul,  and  the  pails  are  found 
inoperative  when  needed  at  time  of  fire. 

The  chemical  fire  extinguisher  when  properly  charged  and  not 
disturbed  will  respond  with  absolute  certainty  even  after  stand- 
ing for  a  year  or  more.  The  chemicals  retain  their  full  strength 
and  evaporation  at  ordinary  temperatures  is  too  small  to  be  con- 
sidered. 

4.  Economy, 

It  is  true  that  in  first  cost,  fire  pails  are  cheaper  than  chemical 
fire  extinguishers.  However,  economy  in  first  cost  is  not  economy 
in  the  long  run.  The  true  measure  of  economy  is  where  the  great- 
est results  are  obtained  at  the  least  possible  cost.  Judged  by  the 
standpoint  of  service  the  chemical  fire  extinguisher,  with  its 
almost  negligible  maintenance  cost  and  its  wonderful  fire-fighting 
efficiency,  is  the  most  economical  form  of  fire  apparatus  obtain- 
able. 


250  THE    ARMOUR    ENGINEER  [May,   1921 

5.  It  goes  without  saying  that  the  appearance  of  fire  pails  is 
anything  but  handsome  and  it  is  because  of  this  that  they  are 
judged  unsuitable  in  many  locations.  Contrasted  with  the  un- 
sightly appearance  of  fire  pails,  we  have  the  beautiful  finish  of 
the  chemical  fire  extinguisher,  any  one  of  red  enamel,  polished 
copper,  or  nickel  plate. 

6.  Sense  of  security. 

When  all  of  the  water  from  a  fire  pail  is  thrown  at  a  fire  at 
once,  there  is  no  reserve  except  more  fire  pails.  A  nervous,  ex- 
cited operator  at  the  time  of  fire  dashes  the  entire  contents  of  a 
fire  pail  on  the  fire  and  then  he  is  through  unless  more  pails  are 
available.  In  his  hurry  little  attention  is  paid  to  direction  and 
as  a  result  much  of  the  water  never  gets  to  the  fire — is  wasted.     - 

With  the  chemical  fire  extinguisher  the  stream  can  be  directed 
by  means  of  the  hose  and  nozzle.  The  steady,  powerful  action  of 
the  stream  reassures  the  nervous  or  excited  operator  and  he  is 
thus  able  to  economize  in  using  the  contents  of  the  extinguisher 
and  stand  his  ground  in  the  face  of  the  hottest  fire. 


NEW  CARS  FOR  CHICAGO 


The  Chicago  Surface  Lines  are  building  fifty  trailer  cars  in 
their  own  shops  and  fifty  additional  trailers  were  ordered  on 
February  26.  One  hundred  motor  cars  are  being  remodeled  for 
6peration  in  trains. 

An  experimental  train  of  two  cars  has  been  in  operation  for 
several  months  with  gratifying  success. 

A  feature  of  the  equipment  of  both  the  100  new  trailer  cars 
and  the  100  remodeled  motor  cars  is  the  pneumatic  and  safety 
interlocking  door  control.  This  combination  of  pneumatic  door 
and  step  control  not  only  insures  safe  operation  in  either  single 
car  or  train  service,  due  to  the  impossibility  of  starting  the  cars 
until  all  doors  are  closed,  but  it  also  affords  the  advantages  of 
labor  saving,  power  saving,  time  saving,  protection  of  motor 
and  controllers,  and  reduction  in  car  maintenance  of  doors,  steps, 
and  electrical  equipment,  with  longer  Hfe  and  greater  earning 
capacity  for  the  individual  car  units. 

"Electric  Traction,"  March,  192 1. 


VALUATION  OF  PUBLIC  UTILITY  PROPERTY 

By  Leslie  Weiss,  '18. 
With  Gennett,  Seeley  &  Fleming,  Inc.,  Harrisburg,  Pa. 


Valuation  of  public  utility  property  during  the  last  ten  years, 
has  opened  a  new  field  of  endeavor  for  the  engineer.  The  work 
involved  in  making  a  valuation  is  considered  as  a  high  grade  of 
engineering  because  it  requires  a  thorough  knowledge  of  not  only 
the  details  of  design  ad  construction,  but  also  of  operation  and 
financing.  Engineers  have  been  requested  to  give  expert  testi- 
mony with  reference  to  the  fair  value  of  public  utiility  proper- 
ties for  the  purpose  of  rate  making,  capitalization,  and  taxation, 
and  therefore  in  order  to  substantiate  this  testimony  it  was  neces- 
sary to  examine  the  property  and  its  records  in  detail. 

The  present  era  of  appraisals  and  valuations  owes  its  origina- 
tion to  those  municipalities  which  first  took  over  privately  owned 
waterworks  properties.  Hence  the  waterworks  engineers  were 
the  first  in  the  profession  to  be  drawn  into  this  department  of  en- 
gineering and  much  of  the  pioneer  work  may  be  credited  to 
them. 

The  establishment  of  various  public  utility  commissions  for  the 
purpose  of  regulating  the  earnings  of  public  service  companies 
has  created  a  demand  for  a  fair  basis  upon  which  to  determine 
the  tariffs  of  these  companies.  It  is  almost  universally  agreed 
that  the  earnings  of  a  corporation  serving  the  public  should  be 
governed  by  the  fair  value  of  the  property,  its  operating  expenses, 
interest  on  inlVestment,  taxes,  insurance,  and  depreciation. 
Because  these  corporations  are  practically  non-competitive,  the 
ordinary  regulation  of  the  rates  arising  through  competition  do 
not  apply.  Public  Utility  Corporations  must  be  organized  under 
special  and  specific  laws,  under  which  they  are  granted  unusual 
franchises.  The  privileges  enjoyed  are  distinct  from  those  of 
ordinary  undertakings,  and  therefore  should  be  subject  to  special 
regulation  and  control.  Also  it  becomes  obvious  that  regulation 
governing  the  competition  for  the  same  business  becomes  neces- 
sary from  the  very  nature  of  it.  Experience  indicates  that 
if  these  corporations  are  allowed  full  and  free  competition,  ulti- 
mately they  will  engage  in  a  warfare  that  will  result  in  the  anni- 


252  THE    ARMOUR    ENGINEER  [May,   1921 

hilation  of  one  or  more  of  the  competitors,  the  expense  of  this 
being  borne  by  the  pubHc. 

To  show  just  what  are  the  duties  of  an  engineer  engaged  in  this 
work  an  outline  of  the  proceedure  is  given.  Suppose  that  a  com- 
pany selHng  electrical  energy  throughout  a  territory  decides  to  in- 
crease its  rates.  First  it  is  necessary  to  prepare  a  tariff  showing 
the  intended  changes,  and  to  file  it  with  the  respective  public  utility 
commission.  The  application  of  higher  rates  usually  is  met  with 
protest  from  the  consumer.  The  objections  are  initially  intro- 
duced to  the  operating  company  through  the  medium  of  the  vari- 
ous civic  organizations  such  as  the  business  associations,  and  the 
chamber  of  commerce.  If  no  satisfactory  adjustment  results 
from  the  appeal  of  the  public,  a  complaint  may  be  entered  with 
the  Public  Service  Commission  of  the  State.  This  body  as  a  rule 
determines  the  seriousness  of  the  complaint  at  a  preliminarv 
hearing,  where  representatives  of  both  factions  are  present. 
Usually  the  evidence  produced  by  the  company  at  this  meeting 
is  insufficient  to  justify  its  action,  and  generally  the  commission 
advises  that  experts  We  employed  to  make  a  thorough  investiga- 
tion of  the  property  relative  to  its  present  fair  value.  Occasion- 
ally the  public  also  engages  engineers  to  make  similar  examina- 
tions of  the  property. 

The  purpose  of  these  investigations  is  a  definite  logical  one, 
namely,  to  ascertain  a  fair  value  for  a  specific  piece  of  property 
at  a  given  time,  but  this  is  not  always  an  easy  task,  owing  to  the 
many  factors  which  must  be  considered.  Exact  precision  may 
be  impossible  owing  to  the  fact  that  no  two  properties  are  ex- 
actly alike ;  prices  of  material  and  labor  fluctuate,  property  con- 
ditions are  changing,  workmen  are  liable  to  err,  and  hence  it  be- 
comes obvious  that  the  object  may  unconsciously  prejudice  the 
investigator  favorably  or  unfavorably.  Therefore,  an  individual 
endeavor  to  obtain  a  just  final  figure  will  probably  find  that  the 
result  differs  from  that  of  another  expert  of  equal  integrity.  But 
in  all  cases  the  actual  engineering  facts  such  as  measurements, 
quantities,  and  unit  prices,  should  be  agreed  upon  by  the  oppos- 
ing sides. 

Further,  there  should  be  no  confusion  of  thought  or  misap- 
prehension as  to  the  fact  that  there  is  only  one  legitimate,  definite 
value  for  property  determined  by  the  historic  cost,  or  the  repro- 
duction value  for  a  certain  definite  period. 


Vol.  XII,  No.   4]  WEISS:    VALUATION  253 

It  should  be  definitely  agreed,  prior  to  a  detailed  examination 
of  the  property,  which  of  these  methods  is  to  be  employed.  The 
method  of  depreciating  the  property  also  should  be  agreed  upon 
at  this  time,  namely,  the  straight  formula  or  the  sinking  fund 
method.  Sometimes  a  figure  based  upon  each  method  is  pre- 
sented; however,  as  a  rule,  the  engineers  work  upon  the  basis 
w^  ich  is  favored  by  the  various  commissions  in  previous  deci- 
sions.  Whether  the  historic  cost  or  reproduction  value  is  used 
to  derive  this  particular  value,  the  details  of  it  must  not  be  modi- 
fied to  suit  the  purpose  for  which  the  report  is  to  be  used.  It 
should  present  a  true  status  of  conditions. 

For  the  purpose  of  differentiation  between  the  two  methods 
just  mentioned  a  brief  definition  of  each  term  is  given. 

The  historic  cost  of  an  item  or  a  piece  of  property  is  its  cost 
at  the  time  of  its  installation,  whereas  the  reproduction  value 
varies  from  year  to  year,  depending  upon  the  periodic  varia- 
tions of  the  cost  of  labor  and  material. 

The  basis  upon  which  the  valuation  is  to  be  made,  having  been 
determined,  the  engineer  is  ready  to  begin  the  inspection  neces- 
sary to  make  the  appraisal.  In  the  process  of  his  work  it  is  well 
for  him  to  keep  clearly  in  mind  the  particular  value  to  be  deter- 
mined. He  must  not  mechanically  collect  data,  but  must  fa- 
miliarize himself  with  the  details  of  the  organization,  its  history, 
is  operation  and  its  financing  relative  to  the  purpose  of  his  search. 

Also  he  must  know  that  the  appraisal  is  being  made  for  the 
purpose  of  ascertaining  the  value  of  property  in  its  service  to  the 
public,  and  not  its  junk  value.  The  final  figures  must  be  free 
from  all  doubt  as  to  their  reliability  in  order  that  their  sponsor  can 
substantiate  them  when  being  cross  examined  on  the  witness 
stand. 

Bearing  these  points  in  mind,  the  engineer  is  ready  to  proceed 
with  the  actual  examinations  of  the  property.  This  consists  of 
first  making  a  very  thorough  inventory  and  then  analyzing  the 
efficiency  of  operation  of  the  utility. 

The  success  of  the  entire  valuation  depends  upon  the  inventory, 
and  hence  it  is  obvious  that  it  must  be  complete  and  accurate.  In 
order  to  minimize  the  work  necessary  to  complete  the  report  af- 
ter the  field  inspection  is  concluded,  certain  separation  and  clas- 
sification of  data  is  necessary.  Machinery,  buildings,  and  con- 
struction items  are  recorded  as  units  so  that  prices  for  any  period 


254  THE    ARMOUR    ENGINEER  [May,    1921 

may  be  applied  in  the  future  ,  without  confusion  or  unnecessary 
labor. 

The  total  property  value  may  be  considered  as  consisting  of  a 
tangible  value,  and  an  intangible  value  of  the  property  is  that 
represented  by  the  value  of  its  physical  property.  The  intangible 
value  does  not  represent  actual  property,  but  is  w^hat  sometimes  is 
known  as  "franchise  value,"  "going  concern  value,"  or  "good 
will  value."  In  the  process  of  the  valuation,  the  tangible  value 
of  the  property  is  divided  into  sub  classes,  such  as  real  estate, 
buildings,  transmission  system,  distribution  system,  consumers 
services,  etc.  A  further  clasification  of  each  sub-division  may  be 
made  as  follows :  Buildings  may  be  separated  into  generator 
station,  boiler  house,  office ;  the  transmission  system  may  be  di- 
vided into  poles,  fixtures  and  overhead  conductors ;  the  distribu- 
tion system  into  poles  and  fixtures,  overhead  conductors,  distri- 
bution transformers,  lightning  arresters,  etc.  The  nature  of  the 
classification  depends  upon  the  location  of  the  property,  and  also 
upon  the  separations  made  in  the  accounting  room  by  the  com- 
pany. 

In  making  the  inventory  each  item  of  property  is  carefully 
prescribed,  giving  the  manufacturer's  name,  the  date  of  installa- 
tion, its  operating  condition  and  its  approximate  remaining  life. 
Particular  mention  is  made  of  peculiar  conditions  of  installation 
which  affect  the  cost  thereof,  its  operating  efficiency  and  its  state 
of  maintenance.  The  inventory  is  so  sectionalized  that  an  inspec- 
tor's report  may  later  be  checked  in  part  for  its  accuracy  without 
making  it  necessary  to  repeat  a  great  amount  of  previous  work. 
This  is  an  important  feature  of  the  inspection,  as  the  field  notes 
may  be  used  as  evidence  in  hearings. 

In  addition  to  making  a  complete  inventory  it  is  necessary  to 
obtain  from  the  vouchers  of  the  company  and  other  records, 
available  data  as  to  the  costs  and  conditions  under  which  the 
property  was  erected  and  developed.  Further  information  is 
ascertained  concerning  labor  and  material  costs  in  the  particular 
locality  by  making  inquiries  among  the  contractors,  builders, 
manufacturers  and  dealers  supplying  the  community  in  question. 

Particular  attention  is  given  to  the  expenditure  during  the 
early  history  of  the  company  involving  items  of  development  ex- 
penses, such  as  interest,  taxes  and  similar  expenses  during  con- 
ing construction.    The  issuance  of  securities  and  other  forms  of 


Vol.  XII,  No.  4]  WEISS:    VALUATION  255 

indebtedness  are  ascertained  from  the  record  books  of  the  com- 
pany. Upon  concluding  the  field  inspection  of  the  property,  and 
examining  its  records,  the  engineer  returns  to  the  office  to  tabu- 
late the  results  of  his  work,  to  which  he  then  applies  the  unit 
prices  prevailing  throughout  the  particular  valuation  period.  The 
unit  costs  applied  to  the  inventory  are  dependent  upon  the  basis 
upon  which  the  appraisal  is  being  made,  historic  cost  or 
reproduction  cost.  By  unit  cost  of  an  item  is  meant  the  total  cost 
to  the  utility  from  the  time  it  leaves  the  manufacturer  until  it  is 
installed,  comprising  selling  price,  transportation  and  installation 
charges.  The  unit  cost  thus  determined  is  then  applied  to  the 
quantities  found  in  the  inventory.  Allowances  for  overhead 
charges,  such  as  engineering,  contractor's  profit,  contingencies, 
administration  or  superintendence  during  construction,  are 
made.  These  overhead  charges  may  be  made  on  each  individual 
item,  but  as  a  rule  are  applied  to  certain  groups  of  items. 

The  summation  of  the  costs  of  the  individual  items  determined 
in  this  manner  then  give  either  the  historic  cost  or  reproduction 
value,  depending  upon  the  basis  upon  which  the  valuation  is 
made.  To  determine  the  present  value  of  the  property  an  allow- 
ance for  its  depreciation  is  made. 

Depreciation  may  occur  as  the  result  of  the  loss  of  useful  life 
of  a  plant  unit  or  because  of  the  invention  of  a  more  efficient  unit 
or  in  consequence  of  a  change  that  makes  it  more  economical  to 
render  equivalent  service  with  another  plant  unit.  From  this 
definition  it  can  be  seen  that  the  calculation  of  depreciation  be- 
comes difficult  because  of  the  widely  varying  conditions  which 
must  be  considered..  While  certain  methods  have  been  devel- 
oped and  some  principles  widely  accepted,  nevertheless  trust- 
worthy engineering  data  on  depreciation  are  exceedingly  scarce. 
Two  methods  have  become  popular  during  recent  years,  namely, 
the  straight  line  formula  and  the  sinking  fund  formula. 

The  former  method  is  based  on  the  assumption  that  deprecia- 
tion accrues  according  to  a  straight  line  law  in  a  simple  ratio  of 
age  to  life.    The  formula  used  follows : 

I    =  Original  investment  in  dollars. 

R  =  Removal  cost  in  dollars. 

S  =  Salvage  value  in  dollars. 

D  ==  Annual  depreciation  in  dollars. 

L  =  Estimated  life  in  years. 


256  THE    ARMOUR    ENGINEER  IMay,   1921 

A  =  Age  in  years. 

P  =  Present  worth  in  dollars. 

X  =  Accrued  depreciation. 


Then 


I  +  R 


D  = 


L 

X  =  AD 
P  =  I  — X 

The  sinking  fund  assumes  that  the  accrued  depreciation  of  a 
plant  unit  is  the  amount  already  accumulated  in  a  sinking  fund 
that  was  begun  when  the  plant  unit  was  first  put  into  service  and 
whose  annual  depreciation  is  such  that  compounded  at  a  certain 
rate  of  interest  the  amount  at  the  end  of  the  life  of  a  plant  unit 
will  equal  the  first  cost.     In  addition  to  the  above  data  let, 

Q  =;=  Percentage  of  annual  depreciation. 

V  =  I  +  R  — S. 

R  =  A  certain  rate  of  interest. 

The  formulae  which  may  be  developed  are: 

I    L    (i-R)  J 

L  (i-R)L-i        J 

P  =  I  — X. 

After  the  present  physical  value  of  the  plant  is  determined  a 
study  of  the  history  of  the  finances  should  be  made  with  purpose 
of  determining  the  advisability  of  allowing  intangible  values  such 
as  development  expenses  and  "going  value."  Whenever  investi- 
gations show  actual  deficit  during  the  early  years  of  the  com- 
pany's operation  a  "going  concern"  value  can  be  substantiated. 
Otherwise  it  is  doubtful  whether  a  regulating  body  will  accept 
such  a  figure  for  "good  will,"  as  that  in  a  public  utility  is  synany- 
mous  to  the  franchise  right,  the  cost  of  which  is  a  slight  item. 

Thus  the  total  present  value  of  the  property  becomes  the  sum- 
mation of  the  physical  plant  value,  the  development  expenses  and 
"going  concern"  value. 


Vol.  XII,  No.   4]  WEISS:    VALUATION  257 

Now  let  us  see  how  this  present  value  may  be  utilized  in 
establishing  fair  rates  for  the  company's  service.  First,  the  al- 
lowable annual  revenue  must  be  determined.  That  in  turn  is  de- 
pendant upon  what  the  regulating  body  may  consider  as  a  fair 
net  profit  on  the  investment,  the  annual  operating  expenses,  de- 
preciation, and  the  working  capital  necessary  for  an  active 
utility.  The  following  illustration  is  taken  from  a  recent  valu- 
ation of  an  electric  company.  The  reproduction  costs  established 
in  this  particular  case  were  based  upon  the  costs  of  labor  and 
m.aterial  for  the  five  year  period  commencing  January  i,  1915, 
and  ending  December  31,  1919.  This  period  was  chosen  because 
the  Public  Service  Commission  approved  of  it,  and  also  because 
the  majority  of  the  company's  property  was  established  during 
that  time.  The  four  per  cent  sinking  fund  method  of  deprecia- 
tion was  used. 

Total   Reproduction  Value    $235,107.54 

Annual    Depreciation    5,989.46 

Accrued  Depreciation    53,694.84 

Present  Physical  Value 181,412.70 

Contingencies,  5  per  cent  on  all  items  except 

real  estate   8,405.64 

Engineering  and  Supervision,  5  per  cent  on  certain 

construction  items    8,823.48 

Organization,  Legal  Expense,  Insurance,  etc., 

2  per  cent  on  total 3,972.83 

Interest  during  construction,  15  months,  at  6  per  cent 

gives  3.75  per  cent  on  all  items  except  real 

estate    6,950.32 

Real  Estate,  6  per  cent 1,036.37 

Total  Present  Value   210,601.34 

Going  Concern  Value   12,000.00 

Working   Capital    8,000.00 

Amount  for  Rate  Base  230,601.34 

An  allowance  for  working  capital  is  made  as  an  active  utility 
must  be  in  a  position  to  promptly  meet  all  expenses  for  purchases 
of  material  and  equipment,  for  new  business  and  extensions  as 
well  as  to  take  care  of  current  maintenance  and  operating  ex- 
penses. Since  accounts  from  consumers  usually  are  not  paid 
until  the  tenth  of  the  month,  operating  expenses  for  a  month  and 
a  quarter  are  considered  as  an  adequate  amount. 


258  THE    ARMOUR    ENGINEER  [May,    1921 

The  practice  of  the  utiHty  commission  in  the  state  in  which  the 
valuation  was  made  commonly  allows  a  net  profit  of  7  per  cent 
on  the  actual  investment,  hence : 

7  per  cent  on  $230,601.34    $  16,142.09 

Annual    Depreciation    6,975.00 

Operating   Expenses    76,119.95 

Non-operating   Expenses    45,000.00 

Total  Annual  Revenue  Should  Be   $144,237.04 

The  rate  schedule  was  adjusted  so  that  the  annual  gross  revenue 
amounted  to  approximately  $144,127.00. 

The  completed  report  of  valuation  contains: 
A — Description  of  the  property. 
B — Explanation  of  the  Method  of  Valuation. 
I — Historic  or  Reproduction. 
2 — Explanation  of  Unit  Cost. 
3 — Method  of  Depreciation. 
4 — Field  Inspection  and  Inventory. 
5 — Application  of  Percentages  for  Overhead. 
6 — Determination  of  Intangible  Values. 
C — Analysis  of  Operating  Expenses. 
D — Determination  of  Fair  Rate  Base. 

E — Tables  showing  itemized  inventory  and  unit  costs  applied 
to  them. 


The  Armour  Engineer 

The   Quarterly  Technical  Publication   of  the 

Armour  Institute  of  Technology 

VOLUME  XII  MAY,    1921  NUMBER   4 

PUBLISHING  STAFF  FOR  THE  YEAR  1920-1921 
John  P.  Sanger,  Editor  Spenser  N.  Havlick,  M'ng.  Editor 

Fletcher  E.  Hayden,  Bus.  Mgr.       Emil  F.  Winter,  Assoc.  Bus.  Mgr. 

Board   of   Associate   Editors. 

H.  M.  Raymond,  Dean  of  the  Engineering  Studies, 

L.  C.  Monin,  Dean  of  the  Cultural  Studies. 

G.  F.   Gebhardt,  Professor  of  Mechanical  Engineering. 

E.  H.  Freeman,  Professor  of  Electrical  Engineering. 

A.  E.  Phillips,  Professor  of  Civil  Engineering. 

H.  McCormack,  Professor  of  Chemical  Engineering. 

E.  S.  Campbell,  Professor  of  Architectural  Design. 

Published  four  times  a  year,  in  November,    January,    March     and 
May.      Publication    Office:    Federal    and    33rd    Streets,    Chicago. 


TERMS  OF  SUBSCRIPTION. 
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The  Technical  Press  is  invited  to  reproduce  articles, 
or  portions  of  same,  provided  proper  credit  is  given. 


DR.  FRANK  WAKELY  GUNSAULUS 


Dr.  Frank  Wakely  Gunsaulus,  lecturer,  author,  presi- 
dent of  Armour  Institute  of  Technology,  and  the  out- 
standing minister  of  Chicago,  died  at  his  home  March  17, 
of  heart  failure.  Death  came  two  hours  after  he  was 
stricken  by  an  early  morning  attack. 

Dr.  Gunsaulus  was  born  at  Chesterville,  Ohio,  Jan.  i, 
1856,  and  was  a  graduate  of  Ohio  Wesleyan  University, 
entering  the  Methodist  ministry  shortly  after  graduation. 


26o 


THE    ARMOUR    ENGINEER 


[May,    1921 


He  was  of  Spanish  descent,  and  traced  his  ancestry  to  a 
Protestant  martyr  killed  during  the  Spanish  inquisition 
in  the  sixteenth  century.  He  had  three  charges  in  Ohio 
during  his  four  years  as  a  Methodist  minister,  but  in  1879 
entered  the  Congregational  church,  when  he  accepted  a 
call  to  Eastwood  Church,  Columbus,  Ohio.  Other  pas- 
torates were  in  Newton,  Mass.,  and  Baltimore,  Md.  In 
1887  he  went  to  Chicago  as  pastor  of  Plymouth  Congre- 
gational church. 

He  was  joint  founder  with  the  late  Philip  D.  Armour, 
of  the  Armour  Institute.  Following  a  sermon  in  which 
Dr.  Gunsaulus  spoke  of  the  obligations  of  the  rich  to- 
wards the  poor,  Mr.  Armour  said  he  would  give  the 
money  if  Dr.  Gunsaulus  would  give  the  time  to  carry  out 


Vol.  XII,  No.   4]  EDITORIALS  2^1 


the  ideals  expressed  in  the  sermon.     The  result  was  the 
estabhshment  of  Armour  Institute. 

In  1899  Dr.  Gunsaulus  resigned  the  pastorate  of 
Plymouth  Church  to  become  pastor  of  Central  Church, 
a  non-sectarian  body,  formerly  served  by  David  Swing 
and  Newell  Dwight  Hillis.  Plans  for  the  expansion  of 
Armour  Institute  became  so  heavy  that  in  1919  he  re- 
signed the  pastorate  of  Central  Church  and  was  succeeded 
by  Dr.  Frederick  F.  Shannon. 

Dr.  Gunsaulus  held  numerous  lectureships  in  Ameri- 
can Universities  and  colleges.  Some  of  his  famous  lec- 
tures were  on  Cromwell,  Washington,  Savanarola,  and 
Gladstone.  He  was  the  author  of  a  biography  of  Glad- 
stone, of  a  life  of  Christ,  entitled,  "The  Man  of  Galilee," 
and  of  a  number  of  sermons  and  poems.  He  was  an  in- 
tense lover  of  books.  His  oratorical  gifts  were  excep- 
tional, and  his  genius  of  administration  was  evidenced  by 
the  rapid  growth  of  Armour  Institute. 

Funeral  services  were  held  March  19,  in  the  New  Eng- 
land Congregational  Church,  and  were  conducted  by  Dr. 
Shannon,  assisted  by  Dr.  Charles  W.  Gilkey  of  the  Hyde 
Park  Baptist  Church,  and  Dr.  C.  F.  Brown  of  the  Austin 
Congregational  Church.  He  is  survived  by  his  widow,  a 
son,  and  four  daughters. 

— "The  Continent,"  March  24,  1921. 


THE  CHRISTIAN  MINISTER 


I  hold  that  the  ministry  of  Doctor  Frank  W.  Gun- 
saulus in  the  City  of  Chicago  is  without  a  parallel  in 
American  history.  A  few  have  equalled  him  as  a  preach- 
er ;  a  very  select  few  have  surpassed  him  as  a  preacher — 
Beecher  and  Brooks  and  Simpson.  But  not  one  has  sent 
forth  such  streams  of  influence  into  so  many  different 
channels  of  a  great  city's  life  as  did  this  man,  for  whom 


262  THE    ARMOUR    ENGINEER  [May,   1921 


the  chariots  of  God  have  lately  swung  low.  I  say  the 
many-sidedness  of  his  ministry  is  unparalleled  in  our  dn- 
nals.  As  a  matter  of  fact,  most  of  us  do  well  in  our  de- 
sire and  determination  to  do  one  thing;  but  it  is  a  source 
of  joy  now  and  then  to  have  a  man  walk  down  our  human 
ways-,  and,  through  the  teeming  wealth  of  his  nature,  have 
the  very  soil  of  his  soul,  like  the  earth  in  these  spring 
days,  ache  and  heave  and  stir  with  many  kinds  of  mental 
and  spiritual  fruits  and  flowers.  On  hearing  of  his  home- 
coming, and  knowing  of  his  love  for  children,  I  quoted 
the  words  of  Francis  Thompson:  "Look  for  me  in  the 
nurseries  of  Heaven."  "But,"  as  answered  my  wife,  "you 
will  have  to  go  beyond  the  nurseries  for  Doctor  Gun- 
saulus.  You  will  find  him  among  the  artists,  the  mu- 
sicians, the  poets,  the  orators,  the  educators,  the  preachers, 
and  the  prophets.  He  will  be  everywhere."  Was  it  not 
a  wise  reply?  The  uniqueness  of  his  minstiry  required 
many  kinds  of  earth  for  the  manifestation  of  his  soul 
while  in  the  flesh;  now  that  he  wears  his  spiritual  body, 
will  he  not  also  have  to  have  many  kinds  of  heavenly 
reality  for  the  utterance  of  his  unfettered  self?  One  of 
his  friends  said  of  the  late  John  Burroughs:  "Well,  he 
used  to  wonder  what  it  was  like  beyond  and  I  suppose 
he  will  begin  philosophizing  again  as  soon  as  he  gets  his 
bearings.  There  will  be  birds,  where  John  Burroughs  is 
— birds  and  great  trees."  There  will  he  souls  where  Frank 
Gimsaulus  is — souls  and  great  music. 

A  second  aspect  of  his  ministry  is  its  rich  humanness 
and  genuine  democracy.  He  was  an  aristocratic  demo- 
crat— that  is,  he  united  the  highest  culture  with  the  widest 
human  sympathies.  He  was  grandly  free  from  a  class 
consciousness  and  untoward  poHtical  partisanship.  "I 
am  a  Republican,"  he  said  to  me  not  long  ago,  "because 
I  believe  in  a  republic — a  representative  form  of  govern- 
ment— rather  than  in  a  pure  democracy;  but  oh!  how  I 
do  hate  professional  politicians !"  Even  that  holy  and 
righteous  hatred  was  born  of  his  Christian  love.  I  would 
to  God  that  it  might  be  born  in  the  heart  of  every  min- 


Vol.  XII,  No.   4]  EDITORIALS  263 


ister  in  America.  Then  he  would  not  allow  the  profes- 
sional politicians  to  make  a  fool  of  him,  which  is  their 
first  step  in  making  a  fool  of  him. 

All  classes  and  conditions  of  humanity  found  in  this 
minister  and  minstrel  the  shadow  of  a  great  rock  in  a 
Vv'eary  land.  Rich  and  poor,  educated  and  uneducated, 
capitalist  and  laborer,  young  and  old — he  was  to  all  as 
streams  of  water  in  a  dry  place.  As  chairman  of  Chi- 
cago's Near  East  Relief  Commission,  he  struggled  out  of 
bed,  staggered  to  the  telephone,  and  sent  this  message: 
"Use  my  name  in  any  way  you  see  fit  to  help  in  the  Near 
East  cause.  If  we  lose  Armenia,  we  lose  the  gateway. 
Do  not  thank  me;  it  is  my  duty."  Fighting  his  valiant 
fight  with  death,  and  having  already  received  his  death- 
wound,  this  was  among  the  very  last  of  his  eloquent  pleas 
for  a  broken  and  bleeding  humanity. 

Frederick  F.  Shannon. 


THE  ARTIST 


To  one  who  desired  to  increase  his  realization  of  the 
beautiful  Dr.  Gunsaulus  came  bearing  gifts.  Unlike  the 
critic  who  concerns  himself  only  with  the  differentiation 
of  the  arts,  unlike  the  analyst,  who  offers  us  his  own  kind 
of  esthetic  pleasure  in  leaving  us  to  wonder  at  the  beauty 
of  the  inarticulate  parts  which  he  has  disjointed,  the 
Doctor's  was  a  peculiar  mission.  He  made  the  enjoyment 
of  art  three  dimensional.  With  him  literature,  history,  the 
scripture,  psychology,  each  became  in  turn  a  vantage  point 
from  which  the  work  of  art  presented  itself  with  a  new 
glory  or  with  additional  significance.  And  in  his  hands 
the  work  itself  became  like  a  torch  sending  out  its  rays  to 
illuminate  all  manner  of  corners  and  crevices  of  human 
interest.  Surely  the  nine  muses  must  have  loved  an  art 
lover  of  this  kind,  for  he  never  failed  in  his  devotion  to 
each  of  them.  And  if  the  muses  can  be  thought  of  as  in- 
teresting themselves  in  the  service  of  mankind,  it  would 
seem  that  Dr.  Gunsaulus  really  carried  out  their  inten- 


264  THE    ARMOUR    ENGINEER  [May,    1921 

i  \ 

tions.  He  more  than  anyone  else  in  this  community  has 
opened  the  doors  of  esthetic  enjoyment  to  the  passing  lay- 
man. His  flame-like  appreciation  has  kindled  many  a 
nature  which  without  him  would  have  remained  un- 
warmed  by  the  genial  fire  of  the  beautiful. 

George  William  Eggers. 


THE  SCHOLAR 


The  personality  of  Dr.  Gunsaulus  was  complex  and 
manysided.  He  was  not  only  a  great  preacher  and  lec- 
turer, but  also  a  poet,  an  educator,  an  interpreter  of  art, 
and  last  but  not  least  a  scholar.  Indeed  he  remarked  to 
me  a  number  of  times  that  the  great  desire  of  his  life  had 
been  to  lead  the  life  of  a  scholar  and  that  he  had  often 
regretted  that  other  interests  and  demands  had  called  him 
away  from  his  favorite  pursuit. 

During  the  early  years  of  his  career  as  a  minitser 
Doctor  Gunsaulus  spent  much  time  in  study.  He  collected 
a  wonderful  library,  covering  especially  the  fields  of  liter- 
ature, history,  and  biography.  He  often  told  me  how  in 
those  earlier  years  he  had  spent  the  small  sums  he  had 
received  for  lecturing  upon  purchasing  his  favorite  books. 
It  is  not  generally  known  that  his  wonderful  collection 
was  purchased  from  him  by  Mr.  P.  D.  Armour  after  his 
breakdown  in  1898  to  help  him  defray  the  expenses  of  his 
illness  and  that  they  are  now  a  part  of  our  Armour  Insti- 
tute Library.  I  remember  his  speaking  of  the  fact  that 
now  and  then  men  would  remark  that  he  had  been  greatly 
favored  by  fortunate  circumstances  and  how  he  would 
remind  them  of  those  early  years  when  he  had  laid  the 
foundations  of  his  remarkable  career  by  faithful  digging 
and  plodding.  Later  on  he  had  little  time  for  systematic 
study  but  was  able  to  draw  upon  the  vast  stores  he  accu- 
mulated in  his  early  manhood. 

His  learning  was  broad  rather  than  deep.  Nature  had 
endowed  him  with  such  marvelous  gifts  that  he  might 


Vol.  Xir,  No.  4]  EDITORIALS  265 


have  become  as  great  a  scholar  as  some  of  the  greatest 
German  and  Enghsh  theologians,  such  as  Harnack,  Fred- 
erick Robertson  Smith,  Lightfoot,  or  Westcott.  He  had 
a  marvelous  memory.  A  mere  glance  at  a  printed  page 
was  sufficient  to  imprint  its  contents  upon  his  mind.  I 
have  never  met  a  man  who  had  such  power  of  intuition. 
You  needed  only  to  faintly  suggest  a  line  of  thought  and 
he  had  like  a  flsh  of  hghtning  fathomed  all  its  bearings. 
He  had  such  broad,  catholic  interests  that  nothing  human 
was  foreign  to  him.  He  always  went  straight  to  the  heart 
of  every  question.  Dry-as-dust  learning  was  repulsive  to 
him.  He  loved  to  attack  narrow  prejudices.  In  history 
and  literature  his  reading  was  very  comprehensive.  He 
cared  little  for  fiction  but  in  the  great  masterpieces  of 
thought  he  was  thoroughly  at  home. 

By  George  Lawrence  Scherger. 
Professor  of  History  and  Political  Science,  Armour  In- 
stitute. 

THE  FRIEND 


"I  had  a  friend." 

What  a  world  of  tenderness  that  phrase  unfolds,  as 
memory  turns  the  scroll  of  years,  filled  with  the  acts  of 
unselfishness,  kindness,  and  of  love,  by  Frank  W.  Gun- 
saulus. 

A  generation  ago  he  came  into  our  lives,  not  as  a  bene- 
dition,  but  as  a  revolution. 

In  me  and  mine  he  stirred  aspirations  and  desires  be- 
fore then  dormant. 

He  knew,  and  he  gave  to  us  the  desire  to  know  also. 

At  thirty-one,  five  years  my  junior,  he  came  a  Prince 
of  Light. 

Just  recently  through  college  training,  and  with  a  re- 
tentive memory  he  had  packed  away  wisdom  from  all  the 
past,  and  this  he  gave  us  freely. 

Not  as  the  pedant  does,  but  as  though  it  was  our 
thought  he  had  acquired,  and  was  simply  using  for  our 
benefit. 


266  THE    ARMOUR    ENGINEER  [May,    1921 


How  unselfish  he  was  with  all  he  had,  time,  talent,  pos- 
sessions. 

Books  he  brought,  and  music,,  poetry,  tales,  and  on  each 
poured  the  wealth  of  his  knowledge,  experience  and  un- 
derstanding, so  that  they  flamed  into  divine  fires. 

If  any  trouble  brewed,  he  discerned  it  and  came  to  help. 

Like  all  great  natures,  he  had  his  own  heights  and 
depths  of  feeling,  and  many  nights  we  tramped  the  city 
streets  conferring  together  on  his  trouble  or  mine,  until 
the  clouds  broke,  and  his  sense  of  humor  cleared  the  air 
that  had  been  oppressive,  and  we  parted  with  a  new  and 
closer  sense  of  kinship. 

Upon  inquiring  more  than  once  why  he  wore  old 
clothes,  the  response  was  "A  clerical  brother  down  state 
needed  the  others  to  maintain  his  dignity." 

Picture  if  you  can  a  tall,  alert,  witty  man,  the  very 
epitome  of  enthusiasm,  filled  with  eloquence,  with  learn- 
ing,-and  with  song,  telling  us  in  the  pulpit  hour  of  the 
joys  of  friendship,  and  then  privileged  to  walk  home  with 
him,  to  taste  its  sweetness. 

To  his  friendship  and  interest,  we  feel  we  owe  all  that 
is  best  in  life,  and  great  as  he  was,  he  was  simple  in  taste, 
kindly,  thoughtful,  and  with  no  bitterness  in  his  nature. 

And  how  we  loved  and  admired  him.    Great  as  he  was 

in  intellect  and  learning,  touched  by  the    divine   fire   of 

Genius,  his  heart  was  built  in  even  a  larger  mould,  and 

in  it  we  feel  we  had  a  secure  place.   ^^  -i-   t 

Frank  E.  Logan. 


THE  MAN. 


Aside  from  the  Church,  School,  Lecture  Platform,  Art 
Gallery,  and  Museum,  where  he  shone  with  such  splendor, 
Dr.  Gunsaulus  excelled  in  a  large  way  in  all  the  attributes 
of  a  kindly  and  helpful  neighbor,  a  sympathetic  and  affec- 
tionate companion  and  a  wise  and  thoughtful  counselor. 
He  was  easily  approachable  and  his  genial  countenance 
was  an  invitation  to  everyone  to  come  to  him.     He  was 


Vol.  XII,  No.   4]  EDITORIALS  267 


probably  known  to  and  had  spoken  with  as  large  a  num- 
ber of  people  as  any  man  among  us,  excepting  perhaps, 
Col.  Roosevelt,  and  that  other  great  Commoner,  Mr. 
Bryan. 

Dt.  Gunsaulus  had  a  particular  knack  of  getting  ac- 
quainted with  people  who  were  in  trouble:  They  inter- 
ested him  greatly,  and  incidentally  kept  him  poor,  for  he 
gave  with  lavish  hand. 

He  added  tremendously  to  the  welfare  and  happiness 
of  the  world  by  his  own  work,  and  even  more  was  added 
by  others  through  his  example  and  urging.  His  gracious 
and  generous  expressions  of  appreciation  and  approval 
were  a  sure  and  prompt  reward  for  every  effort.  He  had 
a  long  memory  for  our  graces  and  a  merciful  forget  ful- 
ness for  our  shortcomings. 

He  was  an  optimist.  In  this  tattered  and  torn  world  of 
ours  any  kind  of  an  optimist  is  worth  while,  but  there  are 
variations  in  values  of  optimists.  We  have  the  fixed  op- 
timist who  is  serene  and  placid  and  is  sure  that  everything 
will  come  out  right  and  does  not  move  to  help;  and  we 
have  the  fighting  optimist,  of  which  Dr.  Gunsaulus  was 
a  brilliant  example,  who  far  from  sure  that  we  can  suc- 
ceed, throws  his  whole  soul  and  strength  into  the  com- 
bat, eats  little,  sleeps  little,  worries  and  works  valiantly 
until  the  battle  is  won. 

Dr.  Gunsaulus  could  have  added  to  his  many  accom- 
plishments had  there  been  more  months  in  the  year  and 
more  years  in  one  man's  life.  A  lover  of  God,  he  loved 
all  of  His  Creations  and  if  on  rare  occasions  he  had  to 
say  he  "didn't  know,"  it  was  with  a  look  and  tone  of  re- 
gret, as  though  he  had  been  lacking. 

By  B.  E.  Sunny, 
President  Bell  Telephone    Co. 


268  THE    ARMOUR    ENGINEER  [May,    1921 


O  CAPTAIN!     MY  CAPTAIN! 

O  Captain !  my  Captain !  our  fearful  trip  is  done, 

The  ship  has  weather'd  every  rack,  the  prize  we  sought 

is  won. 
The  port  is  near,  the  bells  I  hear,  the  people  all  exulting. 
While  follow  eyes  the  steady  keel,  the  vessel  grim  and 

daring ; 

But   O  heart!  heart!  heart! 
O  the  bleeding  drops  of  red, 

Where  on  the  deck  my  Captain  lies. 
Fallen  cold  and  dead. 

O  Captain !  my  Captain !  rise  up  and  hear  the  bells ; 
Rise  up — for  you  the  flag  is    flung — for    you    the    bugle 

trills, 
For  you  bouquets  and  ribbon'd    wreaths — for    you    the 

shores  a-crowding, 
For  you  they  call  the  swaying   mass,    their   eager    faces 

turning ; 

Hear  Captain  !  dear  father ! 
This  arm  beneath  your  head  I 

It  is  some  dream  that  on  the  deck, 
You've  fallen  cold  and  dead. 

My  Captain  does  not  answer,  his  lips  are  pale  and  still. 
My  father  does  not  feel  my  arm,  he  has  no  pulse  nor  will. 
The  ship  is  anchor'd  safe  and  sound,  its  voyage  closed  and 

done, 
From  fearful  trip  the  victor  ship  comes  in  with  object 

won ; 

Exult  O  shores,  and  ring  O  bells ! 
But  I  with  mournful  tread. 

Walk  the  deck  rny  Captain  lies. 

Fallen  cold  and  dead.  — By  Walt  Whitman. 


THE  ARMOUR  INSTITUTE  OF  TECHNOLOGY  BRANCH 

OF  THE 
AMERICAN  SOCIETY  OF  MECHANICAL  ENGINEERS 


Prof.  G.  F.  Gebhardt  . . .  .Honorary  Chairman 

Charles  T.  Waker    President 

John  P.  Sanger   Vice-President 

Robt.  W.  Van  Valzah  Treasurer 

William  A.  Heitner   Secretary 

The  last  meeting  of  the  A.  S.  M.  E.  was  held  on  March  23, 
1921.  Mr.  Bradbury  gave  a  very  interesting  talk  in  which  some 
of  the  factors  justifying  the  "Special  Theory  of  Relativity"  were 
considered.  The  equations  for  the  "Lorentz  Transformation," 
and  for  the  addition  of  velocities  were  developed.  The  aspects  of 
the  "General  Theory"  were  also  outlined  in  an  elementary  way. 
Mr.  Bradbury's  excellent  manner  of  address  fully  justified  the 
large  audience  he  drew,  which  consisted  of  representatives  of 
all  the  Engineering  Societies  of  the  Institute. 

This  year  has  been  the  most  successful  one  for  the  A.  S.  M.  E. 
since  the  period  of  the  war.  This  was  largely  due  to  the  rigid 
adherence  to  the  program  adopted  at  the  initial  meeting. 

The  enthusiastic  manner  in  which  the  Juniors  participated  in 
the  talks  throughout  the  year  predicts  a  very  bright  outlook  for 
next  year. 

W.  A.  Heitner,  Secretary. 


270  THE    ARMOUR    ENGINEER  [May,   1921 

ARMOUR  INSTITUTE  OF  TECHNOLOGY  BRANCH 
AMERICAN  INSTITUTION  OF  ELECTRICAL  ENGINEERS 


R.  C.  Malwitz   Chairman 

T.  L.  Albee   Secretary 

W.  W.  Pearce    Treasurer 

The  past  year  has  certainly  been  a  most  successful  one  for 
the  local  branch  of  the  A,  I.  E.  E.  With  the  one  exception  of 
the  First  Smoker,  when  a  speaker  failed  to  appear,  every  plan 
has  been  carried  out  with  good  results.  Every  meeting  has  been 
well  attended,  and  in  every  instance  the  audience  has  been  well 
repaid. 

The  American  Institute  of  Electrical  Engineers,  in  providing 
for  Branches  such  as  this  at  Armour,  has  made  it  the  main  pur- 
pose of  these  organizations  to  give  students  a  broader  view  of 
engineering  work,  and  at  the  same  time,  to  acquaint  them  with 
the  problems  of  moment  and  the  men  who  solve  them.  Contact 
with  a  national  organization  is  the  chief  source  of  benefits  along 
this  line,  and  this  is  furnished  by  speakers  at  local  meetings,  by 
meetings  with  the  Chicago  Section,  and  by  the  published  Pro- 
ceedings of  the  Institute.  Ranking  with  these  in  importance  is 
the  training  of  the  student  members  in  speaking.  A  feature  of 
the  meetings  of  the  past  year  has  been  the  remarkably  able  talks 
by  the  Branch  members,  a  large  number  of  whom  have  spent 
considerable  time  and  trouble  in  preparing  papers,  for  which 
work  they  are  to  be  sincerely  thanked. 

Professor  Freeman  and  Professor  Snow  have  put  the  Armour 
Branch  under  deep  obligations  by  their  interest  and  assistance 
thruout  the  year.  Professor  Freeman's  talk  on  Character,  given 
at  the  first  Smoker,  was  one  of  the  features  of  the  year,  and 
Professor  Snow's  paper  on  "Substations,"  presented  at  the  meet- 
ing of  April  7,  192 1,  was  equally  valuable  in  its  line.  The  infor- 
mation concerning  the  design  and  construction  of  substations  was 
greatly  appreciated,  especially  by  the  Seniors. 

The  A.  I.  E.  E.  Smoker,  held  Feb.  25,  was  such  a  success  in 
every  way,  and  was  so  thoroughly  enjoyed  by  all  attending,  that 
similar  get-together  meetings  were  immediately  planned  for  later 
dates.  One  of  these  was  held  on  April  22,  which  satisfied  all 
expectations.    The  last  meeting  of  the  year  will  be  held  early  in 


Vol.  XII,  No.  4]  ENGINEERING  SOCIETIES  271 

May,  for  the  election  of  officers  for  the  year  1921-1922.  This 
meeting  will  bring  to  a  close  one  of  the  best  seasons  that  the 
Armour  Institute  Branch  of  the  A.  I,  E.  E.  has  known  since 
its  founding  in  1903.  T.  L.  Albee,  Secretary. 


WESTERN  SOCIETY  OF  ENGINEERS 


Since  the  report  in  the  last  "Engineer"  the  Armour  Branch  of 
the  Western  Society  of  Engineers  has  held  three  meetings.  At 
the  first  of  these  election  of  officers  was  held  with  the  results  as 

follows :  r   "^tf-  *  i  •  "  1 1  tj    '. 

ij..«bf    J 

President   R.  F.  Campbell 

Vice-President  H.  A.  Peterson 

Treasurer T.    Michels 

Secretary    E,   M.   Seaberg 

Ass't.  Sec'y V.  Hamacek 

Faculty  Member,  Board  of 

Managers  Prof.  M.  B.  Wells 

At  the  next  meeting  talks  were  given  by  the  retiring  and  in- 
coming presidents.  Retiring  President  Singer  talked  on  the  sub- 
ject, "A  Cultural  Education  versus  a  Technical  Education."  His 
attempt  to  prove  mathematically  that  the  former  was  the  more 
valuable  was  somewhat  too  involved  for  the  most  of  us,  but  his 
views  were  interesting  and  appreciated. 

Mr.  Campbell,  the  incoming  president,  then  made  a  few  re- 
marks on  the  status  of  the  engineer  in  the  British  Empire  and  the 
United  States,  followed  by  some  suggestions  from  Prof.  Wells. 

At  our  last  meeting,  Mr.  F.  D.  Avery,  Bridge  Maintenance 
Engineer  for  the  City  of  Chicago,  gave  a  very  interesting  illus- 
tratel  lecture  on  his  work  in  connection  with  the  bridges  of  this 
city.  His  ideas  were  interesting  and  should  have  proved  valuable, 
for  he  emphasized  the  fact  that  the  maintenance  of  any  structure 
is  too  often  forgotten  during  design.  Although  his  views  of  ver- 
tical shear  undoubtedly  startled  us,  our  ideas  concerning  the 
stopping  of  traffic  while  a  bridge  is  being  raised  were  broadened 
and  our  appreciation  of  other  difficulties  of  his  position  increased. 
The  attendance  at  this  meeting  was  very  good  and  the  indica- 
tions are  that  the  year  before  us  is  to  be  one  of  progress  for  our 
organization.  E.  M.  Seaberg. 


272  ENGINEERING   SOCIETIES  [May,   1921 

ARMOUR  CHEMICAL  ENGINEERING  SOCIETY 


President    Emil  F.   Winter 

Vice-Pres J.  W.  McCaffrey- 
Secretary    W,   J.   Savoye 

Treasurer    H.   W.  Ahlbeck 

The  A.  Ch.  E.  S.  held  one  of  the  old-time  live-wire  meetings 
on  Tuesday,  April  12,  192 1.  It  was  a  smoker  held  in  the 
Y,  M.  C.  A.  rooms  of  Chapin  Hall  and  was  well  attended  by 
alumni,  faculty  and  students.  Many  talks  of  interest  on  various 
subjects  of  the  chemical  field  were  given  by  the  alumni  which 
proved  to  be  both  instructive  and  entertaining.  This  being  a 
very  informal  and  more  or  less  sociable  meeting,  it  was  enjoyed 
to  the  fullest  extent  by  all.  When  the  doughnuts  and  cider  were 
served  it  seemed  as  though  all  the  students  were  in  a  food 
analysis  class. 

It  is  hoped  that  another  meeting  of  this  type  can  be  arranged 
for,  in  the  latter  part  of  April  and  this,  together  with  a  farewell 
banquet  that  is  being  planned  for  May  will  conclude  the  activities 
of  the  Society  for  this  year. 

We  thank  the  entertainment  committee,  the  alumni  and  the 
faculty  for  the  interest  shown  in  the  society. 


ARMOUR  RADIO  ASSOCIATION 


E.  A.  Goodnow   President 

G.  H.  Kelley   Vice-President 

H.  I.  Hultgren Chief  Operator 

R.   S.  Kenrick   Sec'y.-Treas. 

As  conclusive  evidence  of  the  stimulus  given  to  radio  by  the 
Armour  Radio  Association  it  may  be  stated  that  the  membership 
has  steadily  increased  from  twelve  at  the  beginning  of  the  year 
up  to  twenty-two  at  the  present  writing.  Such  a  phenomenal 
increase  in  membership  has  never  been  duplicated  in  the  history 
of  the  asociation.  The  attendance  at  the  meetings  has  been  satis- 
factory and  the  Sophomores  have  shown  an  interest  in  radio 
which  we  hope  can  be  encouraged. 

At  the  eighth  regular  meeting,  held  in  the  Physics  Lecture 
Room,  on  March  9,  1921,  the  chief  business  before  the  associa- 


Vol.  XII,  No.   4]  ENGINEERING   SOCIETIES  273 

tion  was  the  election  of  a  new  vice-president  to  fill  the  vacancy 
created  by  the  absence  of  L.  V.  Cooley  who  has  left  school.  Mr. 
George  H.  Kelley  was  unanimously  elected  to  this  office  by  the 
quorum  of  members  present. 

On  March  4,  192 1  the  radio  men  at  the  Institute  decided  that 
they  would  make  a  big  news  scoop  by  copying  President  Hard- 
ing's inaugural  address  by  radio,  using  the  receiving  station  at 
the  Institute.  Typewritten  bulletins  were  to  be  pasted  upon  the 
bulletin  board  as  sections  of  the  address  came  in  "hot  off  the 
ether."  The  two  most  competent  operators  in  the  association 
(Chief  Operator  Hultgren  and  A.  R.  Mehrhof)  were  delegated 
to  don  the  head  pieces  and  translate  the  "ethereal  Greek."  Prompt- 
ly at  11  :oo  A.  M.  (Central  Time)  the  big  transatlantic  station  at 
Tuckerton  N.  J.  (WGG)  began  calling  the  famous  German 
station  at  Nauen,  stating  that  it  had  a  message  for  the  press 
correspondent  located  at  a  certain  hotel  in  Berlin.  The  operator 
at  Tuckerton  then  proceeded  with  the  President's  inaugu(ral 
address.  He  was  kind  enough  to  state  that  "all  interested  may 
copy,"  although  he  neglected  to  state  how  he  could  prevent  any 
one  from  copying  the  message  if  they  so  desired.  The  big  sur- 
prise came,  however,  when  someone  rushed  in  the  room  with  an 
early  afternoon  edition  of  a  local  paper,  containing  the  entire 
address  of  the  President,  whereas  up  to  that  moment  only  a 
meagre  fraction  had  been  received  via  radio.  It  finally  dawned 
upon  us  that  the  newspapers  had  received  copies  of  the  presiden- 
tial address  several  days  before  publication  and  then  released 
the  news  at  the  proper  time.  The  novelty  "scoop"  was  completely 
lost  and  some  of  the  men  were  inclined  to  be  bitter  toward  the 
newspaper  men  because  of  their  enterprising  tactics. 

The  Association  now  boasts  an  efficient  continuous-wave  trans- 
mitter in  place  of  the  old  spark  set  which  was  completed  a  year 
ago.  The  "nerve  center"  of  the  new  transmitter  is  a  Type  P 
General  Electric  Pliatron  vacuum  tube.  The  plate  potential  for 
this  power  tube  is  furnished  by  a  1500  volt  D.  C.  Crocker- 
Wheeler  motor-generator  set.  The  maximum  radiation  is  about 
2.5  amperes  at  a  wave  length  of  345  meters.  The  reports  on  re- 
ception of  our  new  station  have  been  very  favorable,  many 
replying  that  our  signals  have  been  "very  QSA". 

The  Association  will  also  soon  be  able  to  boast  of  an  efficient 
radio  telephone  transmitter  as  the  result  of  the  labors  of  one  of 


274  ENGINEERING   SOCIETIES  [May,   1921 

our  members,  W.  W.   Pearce,  who  is  working  upon  this  new 
station  as  a  subject  for  his  senior  thesis. 

Both  long  and  short  wave  receiving  sets  are  now  in  satisfactory 
operation,  having  a  receiving  radius  of  over  three  thousand  miles. 

The  radio  fraternity  at  Armour  has  nearly  completed  another 
year  of  progress  and  activity;  much  has  been  done  but  more  re- 
mains to  be  done  and  it  is  up  to  the  members  next  fall  to  carry 
on  this  interesting  work. 

Ralph  Kenrick,  Secretary. 


GOOD  SCHOLARSHIP  IN  COLLEGE  AND  EMINENCE 
IN  ENGINEERING 


A  close  correspondence  between  good  scholarship  in  college 
and  eminence  in  engineering  is  shown  in  an  investigation  made 
under  the  auspices  of  the  American  Association  of  Collegiate 
Registrars  by  Prof.  Raymond  Walters  of  Lehigh  University  who 
presents  a  report  in  the  current  issue  of  "School  and  Society." 
It  was  found  that  of  392  distinguished  engineers  graduated  at  75 
technical  schools,  182  or  46.4  per  cent,  stood  in  the  highest  fifth 
of  their  class  scholastically  upon  graduation,  109  or  27.8  per 
cent  stood  in  the  second  highest  fifth,  ']2  or  18.3  per  cent  in  the 
middle  fifth,  14  or  3.6  per  cent  in  the  next  to  lowest  fifth,  and 
15  or  3.8  per  cent  in  the  lowest  fifth.  Figures  for  a  group  of 
189  alumni  of  five  eastern  engineering  schools  were  somewhat 
different  in  the  upper  classes,  the  second  highest  scholastic  fifth 
having  the  largest  percentage.  In  all  groupings  of  the  eminent 
engineers  there  were  less  than  4  per  cent  in  each  of  the  two  low- 
st  scholastic  fifths.  Of  730  names  on  the  Registrar's  Associa- 
tion list  of  distinguished  engineers,  practically  80  per  cent  were 
found  to  be  collegiate  graduates,  16  per  cent  men  of  secondary 
school  education,  and  less  than  5  per  cent  men  who  started  in 
college  but  did  not  finish.  The  arbitrary  basis  of  eminence  in 
this  study  of  a  professional  group  was  taken  to  be  the  holding 
of  office,  membership,  in  important  committees,  and  service  as 
representatives  of  the  four  "founder"  engineering  societies,  civil, 
mechanical,  electrical,  and  mining  and  metallurgy,  for  five  years, 
1915-1919.  — Engineering  and  Contracting,  3-16-21. 


IIIIIIIJIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillirilllllllllllllllllllllltlllllllMIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIlllllllllllllIIIIIIIIIIIIU 

I  COLLEGE  NOTES  | 

iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiTi 


DEAN  RAYMOND  ACTING  PRESIDENT 


On  Monday,  March  2.y,  an  assembly  was  held  in  the  Armour 
Mission.  Here  Mr.  George  S.  Allison,  secretary  to  the  Board 
of  Trustees,  read  a  letter  from  the  Board  appointing  Dean  H.  M. 
Raymond  Acting  President  of  the  Institute  for  the  remainder  of 
the  college  year.  The  announcement  was  greeted  with  much  ap- 
plause. Dean  Raymond  then  spoke  of  the  problems  confronting 
the  Institute,  and  of  the  spirit  in  which  they  must  be  met.  Dean 
Monin  spoke  for  the  student  body  and  for  the  faculty,  assuring 
Dean  Raymond  of  the  hearty  support  and  cooperation  of  all. 


GRADUATION  EXERCISES 


The  Senior  Class  announces  that  the  Baccalaureate  Sermon  will 
be  delivered  Sunday,  May  29th,  at  Central  Church,  220  S.  Mich- 
igan Ave.,  by  Dr.  Frederick  F.  Shannon. 

The  Commencement  Exercises  will  be  held  in  the  Armour 
Mission  on  Thursday  evening,  June  2nd.  Dr.  John  Timothy 
Stone,  pastor  of  the  Fourth  Presbyterian  Church,  Chicago,  will 
deliver  the  commencement  address.  His  subject  will  be  "Opera- 
tion and  Cooperation." 

All  students  and  their  friends  are  cordially  invited  to  attend 
these  exercises. 


NO  THESES  IN  1922 


At  a  meeting  of  the  Executive  Council  and  the  heads  of  the 
departments,  it  was  decided  to  do  away  with  the  undergraduate 
theses,  beginning  with  1922.  This  work  will  be  supplemented  by 
special  experimental  problems  requiring  the  same  amount  of  time 
as  formerly  devoted  to  thesis  work. 


276  THE    ARMOUR    ENGINEER  [May,    1921 

SENIOR  THESES  IN  CIVIL  ENGINEERING 


EDWARD  MLTNDT 

Sand  and  'Gravel  Washing  Plants. 

WILLIAM  K.  LYON,  Jr. 

GEORGE  W.  PETERSON 

Comparative  Designs  of  the  Gravity  and  Ambursen  Dams. 

HERBERT  A.  MANN 

History  of  the  Development  of  the  Suspension  Cable  Bridge. 

DERWOOD  CHASE 

Study  of  the  Building  Problems  of  the  Badger  Basket  Company 
of  Burlington,  Iowa. 

SIDNEY  J.  BURKE 

Design  of  a  Reinforced  Concrete  Chimney. 
LEE  H.  ROSBACK 

Design  of  a  Sewer  and  Water  System  for  Kimberly,  Wisconsin. 

ROY  M.  SINGER 

Effect  of  Quantity  of  Water  on  the  Strength  of  Various  Port- 
land Cement  Mortars. 

ABRAHAM  APPLEBAUM 

Secondary  Stresses  in  a  112  foot  Pony  Truss. 

EUGENE  M.  MATSON 

Adaptability  of  Reinforced  Concrete  for  Oil  Storage  Purposes, 
and  the  Design  of  a  Reinforced  Concrete  Oil  Storage  Tank. 


iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiniiiiiiiiiiniiiiiiiiiiiii 

I  ALUMNI  NOTES  | 

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A  meeting  of  the  Officers  and  Board  of  Governors  of  the 
Alumni  Association  was  held  on  Friday,  March  22,  at  the 
Great  Northern  Grill.  At  this  meeting  W.  D.  Matthews,  R.  B. 
Harris,  and  W.  S.  Oberfelder  were  appointed  to  draw  up  a  set 
of  resolutions  to  be  sent  to  the  family  of  our  late  president. 
Dr.  Frank  W.  Gunsaulus.  These  men  met  the  following  day 
and  prepared  and  sent  the  resolutions. 

A  committee  consisting  of  W.  D.  Matthews,  A,  S.  Alschuier, 
R.  M.  Henderson,  F.  S.  HeuchHng,  C.  T.  Malcolmson,  and  B.  S. 
Carr  was  appointed  to  make  plans  for  a  permanent  memorial 
for  Dr.  Gunsaulus.  These  plans  will  be  ready  for  presentation 
to  the  Alumni  Association  at  its  spring  meeting  in  May. 

W.  A.  Kellner,  E.  H.  Freeman,  and  L.  E.  Davies  were  ap- 
pointed to  make  arrangements  for  the  spring  banquet,  and  E. 
O.  Griffenhagen,  F.  M.  DeBeers,  A.  H.  Goodhue,  L.  W.  Bunge, 
and  R.  O.  Joslyn  were  appointed  as  a  nominating  committee. 


NEW  ADDRESSES 


Harry  G.  Dekker,  09,  has  been  appointed  an  instructor  in 
chemistry  at  Calvin  College,  Grand  Rapids,  Mich. 

Frederick  L.  Brewer,  Jr..  '15,  is  now  sales  engineer  with 
the  Paine,  Webber  Co.,  Rookery  Bldg.  Chicago. 

Raymond  O.  Joslyn  and  Marcus  C.  Veremis,  both  of  '19,  who 
upon  graduation  went  to  the  General  Electric  Co.  at  Schenec- 
tady, N.  Y.,  have  returned  and  are  working  in  the  Chicago  of- 
fices of  the  same  company.  , 

J.  Irving  Prest,  "18.  has  returned  to  Chicago  from  Seattle,  and 
is  now  located  at  the  McCormick  Works  of  the  International 
Harvester  Co. 

Dan  M.  Stump,  '13.  is  factor}'  superintendent  for  the  Ad  Pho- 
toscope  Co.  of  Chicago. 

Orvalle  C.  Badger,  '13,  is  now  engineer  in  the  Bridge  De- 
partment of  the  A.  T.  &  S.  F.  Ry.  in  Chicago. 


2'j'^  THE.  ARMOUR    ENGINEER  [May,    1921 

G.  F.  Wetzel,  '15,  has  left  the  F.  S.  Betz  Co.  to  become  Pro- 
duction Engineer  in  the  Factory  Division  of  Montgomery  Ward 
&  Co. 

Bela  de  Remanoczy,  '19,  has  returned  to  Chicago  after  spend- 
ing some  time  in  Budapest.  Hungary. 

Herbert  \\".  Martin.  '10,  formerly  with  the  Dunbar  Mfg.  Co., 
has  been  made  manager  of  the  Engineering  Dept.  of  the  V.  G. 
Trueblood  Co.,  Chicago. 


OBITUARY 


Theodore  C.  Oehne.    08 — Deceased. 


ODE  TO  EFFICIENCY 

You  were  the  type  of  man  of  which 

The  present  offers  all  too   few. 
You  thrust  aside   rewards  more   rich 

To  do  the  work  you   chose  to   do. 
Your  palm  had  not  the  golden  itch ; 

There    was    no    dollar-mark   on   you. 

You  laid  your  course,  and  held  it  true, 

Xor  followed  any  narrow  plan. 
You  held  this   working  world  in  view. 

Yet  kept  a  little  in  the  \an. 
And  any  one  who  knew  you  knew 

You  were  the  measure  of  a  man. 

Your  brain  was  clear,  your  brow  was  calm, 

You  planned  your  work,  and  kept  your  course. 

You  met  men  with  a  comrade's  palm ; 

Your  heart  and  hand  knew  no  divorce. 

In  you  there  was  a  sort  of  balm, 
A  power  rather  than  a  force. 

You  flew  your  flag  for  those  who  drown, 
You  fought  the  undertow  beneath  ; 

You  sought  the  service,  not  the  crown; 

You  earned,  but  never  asked,  the  wreath. 

And  when  the  last  wave  beat  you  down, 
You  gripped  your  colors  in  your  teeth. 

Edmund  Vance  Cooke. 


ALPHABETICAL  INDEX    OF    ADVERTISERS. 

Page 

Allis-Chalmcrs     Mfg.     Co .    4 

Armour     Institute    of    Technology 1 

Armour  &  Co 8 

Besly  &   Company,   Chas.   H ■ 12 

Banning   &    Banning    • 12 

Brady    Foundrj'    Co.,    James    A 5 

Christensen  School  of  Popular  Music    7 

Clarke-McElroy    Publishing    Co • 14 

Engineering    Agency    10 

General    Electric    Go ,  .  .    2 

Hansell-Elcock     Co 7 

Hills,    Chas.    W 4 

Jointless    Fire    Brick    Co.    .  ■ 13 

Lufkin    Rule    Co - 14 

Magie     Bros 4 

Roebling's    Sons,    Co.,   John    A 6 

Robinson    &    Co.,   Dwight   P 7 

Swenson    Evaporating    Co • 14 

U.   S.    Ball    Bearing   Co • 11 

Western    Electric    Co • 3 

Westinghouse    Electric   &    Alfg.    Co 9 

Wilson    Corporation,   J.    G.    .  .  • 12 


^ 


°\ 


^'Some  college  men 
would  call  me  a  failure" 


I  GOT  through  in  191+.  and  I'm  not 
president  of  my  company  yet."  con- 
fessed the  old  grad.  "We  have  a  pres- 
ident, and  what's  more  he  seems  pretty 
healthy. 

"Now  I  see  that  I  was  expecting  things 
to  happen  too  quickly.  Ambition  is  right 
and  proper,  but  a  man  can't  qualify  as 
boss  of  the  whole  works  till  he  gets  a 
grip  on  the  thousand  and  one  details  of 
his  business.  And  that  takes  time  and 
hard  licks  and  maybe  some  hard  knocks. 

"But  all  this  is  nothing  to  get  down- 
hearted over.  You'll  come  through  these 
early  years  of  training  all  right,  as  I  did, 
if  you  have  picked  the  right  work  and 
are  in  it  heart  and  soul. 

"At  that,  we  engineers  are  lucky.  If 
j"OU  don't  believe  it  ask  any  lawyer  or 
doctor  what  his  first  five- years  were  like. 

"That's  the  way  I  reasoned  it  out.  and 
I  decided  to  stick.  I  liad  chosen  engineer- 
ing not  as  a  makeshift  job.  but  as  a  life 
work  that  any  man  could  be  prcud  of. 
And  if  you  can  judge  the  future  of  this 
profession  by  its  past  and  present,  here's 
a  game  that  is  certainly  worth  the  candle. 

"So,  while  we  are  learning  the  ropes 
in  our  twenties  let's  keep  an  ej^e  to  our 
thirties  and  forties  and  fifties,  when — if 
we've  learned  well  enough  — we  will  get 
our  chance  at  the  big  problems  we'd  like 
to  tackle  now." 


The  electrical  industry  needs  men  who 
can  see  far  and  think  straight. 


^esterm  Electric  Company 


About  the  time  that  Marconi  was  first 
getting  himself  tatked about  in  America, 
groups  of  college  men  were  starting  at  the 
bottom  with  this  Company.  Today  many 
of  these  are  its  officials  and  executives. 


/ 


When  writing   to  Advertisera,   please   mention   THE   ARMOUR   ENGINEER 

—3— 


WILLIAM  A.  MAGIE                                          FRANK  O.  MAGIE  % 

President               JOHN  Q.  MAGIE                Treasurer  | 

Secretary  * 

TELEPHONE   MAIN   1074-1075  * 

MAGIE  BROTHERS         I 

CYLINDER,  ENGINE  AND  DYNAMO  OILS  | 

Cup  Greases,  Boiler  Compound,  Cotton  Waste  4 

110-112  S.  CLINTON  STREET  CHICAGO  | 

Established   1887  % 


»^^V^^-^  ^4  *^4  - 


Focusing  All  Responsibility 
Upon   One  Manufacturer 

MILLS  and  power  plants  completely  equipped  with  AUis- 
Chalmers  products  have  the  entire  responsibility  for  sat- 
isfactory operation  centered  in  one  manufacturing  concern. 
Designed  and  built  under  the  direct  supervision  of  a  single 
staff  of  engineers,  all  parts  of  an  AUis-Chalmers  plant  are 
correlated— the  entire  equipment  forming  a  unit  unsur- 
passed for  operating  efficiency  and  economy. 

Our   Engineers   are  always    pleased  to   be  consulted. 


ALLIS-CHALMERS    PRODUCTS 


Air    Brakes 
Air    Compressors 
Cement    Machinery 
iCondensers 
Crnshing    Machinery 
Electrical   Machinery 
Electric  Hoists 
Farm    Tractors 


Flour  3IiH  Machinery 
Forgings 
Gas    Engines 
Hydraulic    Turbines 
Metallurgical  3Iach'nry 
.Mining   Machinery 
Oil   Engines 
Perforated  Metals 


Pumping   3Iachinery 
Reciprocating   Pumps 
•Saw  Mill  Machinery 
Steam    Engines 
Steam    Hoists 
Steam    Turbines 
Timber  Treating  and 
Preserving  Machinery 


I  CHARLES  W.  HILLS  | 

I  PATENT,    COPYRIGHT,    TRADE            j 

I  MARK  and  CORPORATION  LAW            | 

I  Electrical,  Mechanical  and  Chemical  Engineers     | 


1     1523-33  Monadnock  Block 


Chicago     I 


iiiiiiHiiitiiimiiiiiniiiiiiiiiiiiiininiiiiiiiiiiiniiHiiiHiiiiimiiiminitniiiiiiiuiiiiiiiiiiinuiiiuiiiiiu^ 

When   writing   to  Advertisers,   please   mention    THE   ARMOUR   ENGINEER 


The  above  illustration  shows  three  of  the  eighteen 

Harrington  Stokers 

recently  installed  by  the  municipal  lighting  company 
of  a  large  eastern  city. 

The  installation  of  the  HARRINGTON  STOKER 
means  a  distinct 

Saving  of  Coal 

because  the  HARRINGTON  STOKER  is  the  only 
stoker  which  will  bum  any  kind  of  coal,  coke  breeze, 
lignite,  bituminous,  and  washer  refuse — with  practi- 
cally no  waste. 

Write     for     "Twelve     Fuel     Facts''     the 
story   of   the    HARRIXGTON  STOKER. 

THE  JAMES  A.  BRADY 

FOUNDRY  COMPANY 

4500  South  Western  Blvd.  Chicago,  Illinois 


When   writing   to   Advertiserg,    please   mention   THE   ARMOUR   ENGINEER 


ROEBLING  WIRE  ROPE 


FOR     ENGINEERING 


JOHN  A.  ROEBLING'S  SONS  CO. 

TRENTON,  N.  J. 
165  West  Lake  Street  Chicago,  III. 


When  writing  to  Advertisers,   please   mention    THE  ARMOUR    ENGINEER 


Hansell-Elcock 
Company 

Foundry 

STRUCTURAL  STEEL,  ORNA- 
MENTAL IRON  WORK,  FIRE 
ESCAPES,  STEEL  DOORS, 
STAIRS,    GRAY     IRON     CAST- 


llNvib. 


Office  and  Works: 

Archer   and    Normal   Avenues, 

23rd   PI.,    Canal   and   24th   Sts. 

CHICAGC 


ANYONE  CAN  LEARN 

RAGTIME 
JAZZ 

PIANO  PLAYING 


OwiGHT  P.  Robinson  &  Company 

Engineers  and  Constructors 


^*lij^glg^^^ 


We  teach  adult  be- 
ginners 
IN  20  LESSONS 

The  simplest  and 
most  instructive 
course  of  music  les- 
sons ever  written  for 
beginners. 

Advanced  course  for 
players.  Our  schools  are 
under  the  personal  super- 
vision of  Axel  C'hristen- 
sen,  Vaudeville's"Czar  of 
Ragrtime." 

Chrlstensen  School 
of  Popular  Music 

Jackson  Blvd. 


Phone     Harrison    5669 
for  Free   Booklet. 


When   writing:   to   Advertisers,   please   mention    THE   ARMOUR    ENGINEER 

—7— 


Here  are  the  Basic  Principles 
of  the  Armour  Business  Policy 


To  serve  producers  through  a  daily  cash  mar- 
ket affording  the  best  prices  obtainable  under 
the  free  and  unrestricted  operation  of  the  law 
of  supply  and  demand,  and  to  otherwise  aid 
them  in  development  of  better  agriculture. 

To  serve  employees  by  oflFering  steady  employ- 
ment, desirable  environment  and  opportunity 
for  material  progress. 

To  serve  retailers  by  affording  dependable  sup- 
plies of  readily  marketable  commodities. 

To  serve  consumers  everywhere  by  making 
always  available  the  food  products  of  farms 
and  ranches,  safeguarded  as  to  purity  and  dis- 
tributed so  as  to  avert  famine  and  glutted  mar- 
kets. 

To  serve  our  stockholders  by  earning  for  them 
a  satisfactory  and  regular  return  on  their  in- 
vestment. 

To  so  conduct  our  business  that  all  its  ener- 
gies and  possibilities  shall  be  completely  util- 
ized without  waste  of  time,  effort  or  material. 


ARMOUR^"  COMPANY 

CHICAGO 


When   writing:  to  Advertisers,   please   mention   THE;  ARMOUR   ENOII<£iBB 

—8— 


GEO.  WESTING  HOL  "^i: 

the  founder  of  I  he 
WestinghoHse  ind  t    >  t 


■\S. 


i    j^S 


The  Vision  of  This  Man 

Gave   America    Alternating    Current 


Thirty-odd  years  ago  state  legis- 
latures were  being  importuned  to 
prohibit  the  distribution  of  alter- 
nating current  on  the  pretense 
that  it  vas  dangerous.  Today 
legislatures  are  asked  only  to  com- 
pel its  makers  to  distribute  it  more 
widely  and  sell  it  more  cheaply. 

Times  have  changed  since  West- 
Inghouse  bought  the  Gaulard  and 
Gibbs  Transformer  patents,  and 
brought  Alternating  Current  to 
America.  This  was  the  necessary 
preliminan,'  step  to  the  tremendous 
developments  that  Alternating 
Current,  once  known  as  "West- 
inghouse  Current,"  has  made  pos- 
sible. 

To  eliminate  all  the  alternating 
systems  and  apparatus  that  are  in 
use  everywhere  today  would  set 
this  country  back  thirty  years; 
but  there  was  a  time  when  all  the 
resources  and  courage  that.West- 
inghouse  could  command  were  re- 
quired   to    withstand    the    bitter 


opposition  of  those  who  fostered 
direct  current  instead.  The  wliole 
Electrical  Industry  now  recognizes 
that  there  is  a  proper  field  for  each 
system,  but  it  was  all  or  nothing 
in  the  late  '80's,  when  the  ques- 
tion was  first  raised. 

The  original  alternating  current 
system  was  hardly  practicable, 
even  for  lighting  purposes.  From 
it,  however,  have  resulted  all  the 
modern  applications  of  the  alter- 
nating current  system,  the  many 
metliods  and  devices  for  transmit- 
ting current  at  high  voltages  and 
stepping  it  down  to  lower  pres- 
sures by  transformers  located  in 
connection  with  the  consuming 
apparatus,  whether  in  the  home, 
in  industry,  or  for  the  Public 
Service. 

The  foresight,  the  engineering 
genius,  and  the  courage  of  West- 
inghouse  fatliered  the  evolution 
of  Alternating  Current,  one  of 
the  greatest  modern  commodities. 


Westinghouse 


Wh«B   writlnK  to   AdTertisers,   pIe»Be   mention   THb  ARMOUR  BNGINKBR 


Twenty- eighth  Year 

The 

Engineering 
Agency 

INCORPORATED 

Technical  Employment 

1662  Monadnock  Block 
Chicago 


Absolutely  No  Advance  Fee  of 
Any  Kind  Whatsoever 

See   Us  for  Positions  in 

APPRAISALS 

METALLURGY 

ENGINEERING 

CONTRACTING 

MANUFACTURING 

ARCHITECTURE 

CHEMISTRY  TEACHING 

MINING  SALES 

Harrison  4056 


When   writing  to   Advertisers,   please   mention  THE  ARMOUR  ENGINEER 

—10— 


Correct  Bearing  Design 


In  the  design  of  a  radial  ball  bearing  race  con- 
tour, race  depth,  and  the  method  of  introducing 
the  balls  between  the  two  rings  and  the  number 
and  size  of  balls,  largely  determine  the  service  the 
bearing  will  give. 

Long  experience  has  taught  that  the  most  efficient 
bearing  has  a  race  groove  radius  equal  to  52% 
of  the  ball  diameter  combined  with  a  race  depth 
commensurate  with  the  size  of  the  ball  pro- 
viding   necessary    capacity. 

The  consideration  of  these  factors  in  connection 
with  a  high  quality  of  material  and  skilled  work- 
manship has  enabled  us  to  make  radial  bearings 
which  will  safely  carry  a  great  load  for  a  long 
period  of  time. 

Much  useful  bearing  information  is  contained  in 
these  special  pamphlets :  Lubrication  of  Ball 
Bearing^ ;  Limits  and  Allowances  on  Shafts  and 
Housings ;  Calculating  Bearing  Loads ;  Inter- 
changeable sizes  of  Strom  Bearings. 

Write    for    them 

The  U.  S.  Ball  Bearing  Mfg.  Company 

(Conrad  Patent  Licensee) 
4560  Palmer  Street,  Chicago,  111. 


When    writing   to   Advertisers,    please   mention   THE   ARMOUR   BNOINKBR 

—11— 


*5*vVvVvvv*^Vvv^*J**5*^^*I**5*****I*****I**I**I**Z^ 


BANNING  &  BANNING 

COUNSELORS-AT-LAW 
Patent,  Trade  Mark  and  Copyright  Causes 


THE  MARQUETTE  BUILDING 

Chicago Illinois 


THO-MAS   A.   BANNING,  JR. 


♦t«»l»*If'l»»S  ♦t*»t*  't**!'  ►I"  <« 


Machinists,  Mill  and 
Railroad  Supplies 

^    Brass,  Copper,  Bronzy  and 
Nickel  Silver 


BESLY  GRINDERS 


BESLY  TAPS 


The  leading  Engineering 
Colleges  and  Institutes 
have  found  Besly  Quality 
and  Service  a  Decisive  fac- 
tor. 


CHAS.  H.  BESLY  &  COMPANY 

118-124  N.  Clinton  St.,  Chicago,  lU. 


Wilson  Rolling  Steel  Doors 
Standard  for  45  Years 

The  J.  G.  WILSON  CORPORATION 

8  West  40th  Street,  New  York 

Offices  in  Principal  Cities. 


When   writing   to   Advertisers,    please   mention    THE   ARMOUK    EXGINEEK 

—12— 


FURNACE     LINING 


This  is  the  material  that  makes  furnace 
linings  air-tight.  No  joints  where  clinkers 
may  stick  and  thus  start  deterioration;  no 
mortar  to  fall  out.  PLIBRICO  is  a  jointless 
furnace  lining,  easily  installed  by  any  work- 
man who  can  use  a  trowel. 

PLIBRICO  is  shipped  only  in  steel  con- 
tainers of  distinctive  appearance,  as  shown 
below  (and  above).  Warehouse  stocks 
carried  in  all  principal  cities. 

Write  for  book  Al  6  on  Furnace  Lining. 


1131    CLAY   ST.,   CHICAGO,    ILL. 


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—13— 


VF/C/N 


"Challenge"  "Reliable" 

"Engineers"  and    "Wolverine" 


TAPES 

For  years  most  favorably  known 
Accurate — Dependable     All    Ways 

the/ufmnPuleCo.  ^^^  ^^"'^ 

^  * "  *^        Windsor, 

SAGINAW,  MICH.  Canada 


Clarke-McElroy 
Publishing  Co. 


Publishers  and  Printers 


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Swenson  Evaporator  Company 

ENGINEERS  AND  MANUFACTURERS 

Established  1889 

SINGLE  AND   MULTIPLE   EFFECT   EVAPORATORS 
BEET  SUGAR  AND  CHEMICAL  PULP  MACHINERY 


945  Monadnock  Building  F.  M.  de  Beers,  Pres. 

Chicago,   111.  P.  B.  Sadtler,  V.-Pres. 

When   writing   to   Advertisers,   please   mention    THE   ARMOUR   EXGINE3R 


Statement  of  ownership,  management,  circulation,  etc.,  of 
THE  ARMOUR  ENGINEER,  published  quarterly  at  Chicaago, 
111.,  required  by  an  Act  of  Congress,  August  24,  1919. 

Editor — John  P.  Sanger,  836  Wilson  Ave.,  Chicago,  111. 

Managing  Editor — Spenser  N.  Havlick,  422  Garheld  Ave., 
Chicago,  111. 

Business  Manager — Fletcher  E.  Hayden.  5249  Calumet  Ave., 
Chicago,  111. 

Associate  Business  Manager — Emil  F.  Winter,  3914  Greenview 
Ave.,  Chicago,  111. 

Publisher — The  College  of  Engineering,  Armour  Institute  of 
Technology,  Chicago,  111. 

Owner — The  College  of  Engineering,  Armour  Institute  of 
Technology.  Chicago,  111. 

Fletcher  E.  Hayden, 

Business  Manager. 


Sworn   to   and   subscribed   before  me  this  14th  day  of  March, 
1921. 

George  S.  Allison, 

Notary  Public. 
Chicago,  March  14.  1921. 
(Notary  Seal)