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BONAR
AMERIC
AN UNIVERSITIES AT THE
COLUJ\1:BIAN EXPOSITION.
IV.
-
THE
Mc
GILL
, MoNTRE L-concl1tded.
E
next
points of
interest
appear in the Tes ting
Laboratories.
Testing Laborettories.- ese consist of two r
oo
ms
each 60 ft . by 32 ft ., with a basement cf the s
am
e
eize. Th e main appara tus in these labora tories
consists o f-
A 75-ton Emery machine, with a capacity for
tensile specimens up to 66 in. in length, for
co
m
pr e
ssive specimens up to 85 in.
in
l
engt
h,
and
for
torsional tests up to 60 in. between beaTings.
A 150-ton Wicksteed te sting machine, with a
capacity for tensile specimens of lengths up to 72
in
.,
for compressive pieces up to 48 in . in length by
10 in. square. By means of a special design
ar r
ange
ments are also made for the transverse testing of
beams up to 25 ft. in length by 10 in. width by
24
in. in depth.
NG I N E E R l N
G.
-.
r r
BRIDGES
1
8
1 2
For Description,
see
Page 236.)
l
...
I
AND
,
These testing machines are both worked fr om an
hydraul
ic
accumulator
co
nnected with Bla.ke and
Worthington pumps, either of which may be us
ed
.
Th
e piping is also so arranged
that
the Emery
machine may be wo
rked direct
from the pump ;
but
where extreme accuracy is required, tests are always
mad e with
the
accumulator, as every pulsation of
the
pump is registered on
the
testing machine.
Thus in th is labora tory
ther
e
are
remarkable illus
trations of the best types of English and American
testing machines.
Unwins hydraulic tester for torsional, transverse,
and te
nsile testing
ha
s been provided
with an
angle
measurer specially designed by Messrs. N
alder
Brothers, from ideas suggested by Professor Bovey,
by means of which t
he
angle of t orsion may be
measured within
the
one-thousandth of a d egree.
Th
e lab oratories are also
fi
t ted up with every
appliance for exact measurements, including
various kinds of extensometer, Boehmes hardness
apparatus, Whitworths one hundred thousandth
1 8 9 3.
.
tIL
machine, Sweets measuring machine,
and
a
very
co
mplete and liberal
co
llection of micro
meters made by Brown and Sharpe, N alder Brothers
of England, and ot her firms. He re are also
s
tandard
weights, and an Oertling
bulli
on b l ~ n c e
with
a capacity up to 125 lb. and
down to
the
hundredth
of a grain. Also a
Muir lathe and
a
shaping machine for preparing specimens, as well
as a lathe of more delicate construction for appa
ratus work. The whole of the pressure pipes
connected with the testing machines are on one
circuit, and are again
c9
nn ected with an Emery
standard
gauge,
with
a capaci
ty
of 125
lb.
per
square inc
h
and with a mer
cu
ry column up
to
5000 lb. Two reco
rdin
g guages
are
also attached
by
means of which
the
varying
pressure
is abso
lu tely recorded as the pressure is appli
ed
to the
test-piece.
The Buckton machine is also being
pr
ovided
with a self-registering apparatus similar to
that
used in
Professor
Martens
laboratory at
Chariot-
7/23/2019 Engineering Vol 56 1893-08-25
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E N G I N E E R I N G.
tenburg.
This lab
oratory, in fact,
has been
pro
vided as far as possible with everything for carrying
out
tests
in the
most
complete n1anner. In addition
to the above
apparatus,
an
impact
machine is being
constructed,
fitted
with
revolving
drum, tuning
fork, c., for r e c o r ~ i n g deflections after
repeated
impacts, and it is
expected
that
valuable
results
will
be obtained
from the
testing
of metals under
extreme
variations
of temperature.
nozzles, pipes, and all
kinds
of
hydraulic apparatus.
I t
is being supplied with a
set
of pumps designed
specially for
experiments and
research,
and adapted
to work up to a
pressure
of
about
1300 1 ~ . per
square inch, and at all speeds up to
the
highest
found practicable. The valves, in each case, are
being so arranged
that
both valves and studs may
be
ea
sily
taken
out
and others substituted, if
desired.
As good cement is
the
foundation of all engi
neering
works, so
a study and
knowledge of
this
material is
most essential
to
the
training
of an
engineer; accordingly, the faculty have
provided
a
Cement Testing Laborat
ory.
of the
illuminating power
and efficiency of lamps
by means of a standard apparatus, using the
Bunsen
disc; current is l
aid
and the electric o b ~
servations
are read by
means of
a
wattmeter.
4. The Electrical Workshop.-This is fitted up
for making
electrical
instruments of
all
kind
s ;
there
is
a
very
fine l
athe
by the
American
vVatch
To
ol Company, driven
by
a horse - power
Crocker-
Wheeler
motor ; this ]a he was selected
with a view to turning out fine work if neces
sary, and
has
already
done
good service in this
direction.
Hydraulic LaboratoTy.- This laboratory contains
a 28ft.
by
5 ft.
by
5 ft.
square tank,
perfectly
flush on the inside, and specially designe d for
investigations as
to the
action of
water under
low
pressures.
The tank is provided with specially designed
valves
and
guages, which do not interfere in
the
slightest
degree
with
the stream-line flow, and
by
means of which variations in pressure
in
different
horizontal sections, and under
different conditions
of flow,
can
be observed with the
greatest
possible
accuracy. f'he tank has also fixed to it a recording
hydraulic gauge, which has
been
designed to
mark
one, two, four, eight, or
twenty-four
revolutions
in
a s p ~ c i f i e d time.
The
tank discharges
into
a water-course
about
40 ft. long and 5 ft. wide.
This
course may be
divided up into one, two, or more compartments,
ea.ch compartme
nt
being carefully calibrated, so that
the
amount
of the discharge can be easily estimated.
At the
end of the course provision is made for
inserting
weirs of various forms
and
dimensions.
Over these
weirs the
water
flows
into
la rge
measuring
tanks,
which
have been
carefully cali
brated, and
each of which has a capacity of
about
250 cubic feet. The volume by weight of
water
in
each of these, or
in
all these tanks, may be
observed at a glance
by
means of a specially
designed indicator
on
the wall of the labora
tory.
Experimental
work
under high
pressure
up
to
150 lb. per
square inch
is
rendered
possible
by
a
connection with the high-level reservoir of this
city.
By
means
of a stand-pipe,
with
special fittings
for pipes, nozzles, valves, c., invest igations can
be
made
under any
pressure from 0 up
to
the
maximum.
Any
desired head may be kept per
fectly constant
by
means of a water-pressure regu
la t
or
designed for
this
laboratory.
Pipes
from
6 in. in diameter down wards can also be led from
this stand-pipe for a distance of about
600ft.,
so
that
experiments
on
the
frictional
resista
nce to
the
flow of water in pipes can be carried out under
varying pressures, and on a larger scale than ha'S
ever before been
attempted.
A special feature of
the
laboratory is what may
be called
an
hydraulic impact apparalus, designed
by Professor
Bovey, and made by Messrs. N
alder
Brothers,
of London.
With this apparatus
it is
possible to determine with a very great degree of
accuracy the force with which water impinges upon
surfaces of various forms and sizes as it issues from
orifices, nozzles, pipes,
c.
For
surface measuring
this lab
oratory has also
been
provided with a weir
depthing
machine
specia
lly
designed
by
Professor Bovey, and made
by
Messrs. Nalder Brothers.
The
laboratory ia
also
to
have a set of pumps specially designed for
experimental
work and research. These pumps
are
to be
adapted
to work
und
er all pressures up
to 120 lb. per square inch,
and
at all speeds up
to
the highest
found practicable,
with
valves of
the
best
kind
and
proportions.
The
set is to be
composed of
three
vertical single-acting plunger
pumps, each of 7 in. diameter
by
8 in. stroke,
and
driven
by
one shaft.
They are
to have two
interchangeable sets of valve chests, one being
fitted with positive movem
ent
valves, and th e
other
with small aut >matic valves. In each case
it
is to
be so
arranged
that
both the valves and their
seats can be easily taken out of
the
chests and
repla
ced
by
others. Th e power of
the
experimental
pump at different speeds,
and under
varying
pressure, will be automatically recorded
by
means
of
a transmission dynamometer specially made for
the laboratory by Messrs. Amsler Lafon, of Schaff
hausen.
The equipment
of the laboratory also includes
a Venturi w a t c r ~ m e t e r water-meters of other
kinds, gauges and gauge-testers, and, in fact, all the
apparatus
necessa
ry
for
the
scientific investigation
of the properties of water
and
water meters,
and
all kinds of hydraulic apparatus.
This lab
oratory is fitted also
with every
ap
pliance necessary for testing the efficiency of
Oeme nt Testing L aborato ry. This laboratory
is
completely equipped with
the
most perfect appli
ances for
cement and mortar
t
est
ing that could be
obtained. The best examples of testing machines
are here represented, and,
in
addition,
there
are
torsion machines and a hydraulic press specially
designed for compressive experiments. Arrange
ments are
n1ade
by
which
this press
may be con
nected with
the pressure
circuit
in the
main
laboratory, and thus the whole of
the
gauges will
act as
checks on each other.
5. The Dynamo-Room
contains
the
experimental
dyna1nos;
these have been
chosen
to represent the
best types in
general
use. They comprise a 25-
kilowatt Edison dynamo, two 12-kilowatt Edison
dynamos, coupled
by
belt for
illustrating
the elec
trical
method
of dynamo-testing
; they
are
also
used for charging
the accumulators,
the one being
driven
off the ligh ting
circuit as
a mo
tor, and
driving
the other as a dynamo at a
higher
voltage. Th ere is
a
12-kilowa.tt Mord ey alte
rnat
or, made expressly for
this
laboratory
by the Brush Company of London ;
the armatu re is fixed, and
the
coils may be rotated
about any
angle, thereby
enabling two
or
three
currents
of any
phase
difference
to
be obtained;
the
machine has a special commutator rendering
it
self
exciting. There are besides a 7 kilowatt Victoria
dynamo, a
6-kilowatt
Thomson-H ouston arc-light
dynamo; a 5-kilowatt Brush arc-light dynamo,
and
a 10-kilowatt
Thomson-H
ou
ston
incandescent
dynamo.
All these
are driven by a
Macintosh
and
Seymo
ur
engine
of 80 horse-power, each
dynamo being
driven
by a magnetic clutch pulley,
so arranged that by
making
and
breaking
a switch
the dynamo is started and stopped. There are
also several
types of transformers,
motors, arc
lamps, c., and a 7 kilowatt motor generator.
In
order to
eliminate personal error, as far as
possible, in the cement testing laboratory,
shafting
has been
introduced
for mechanical mixing
in
the
laboratory,
by
means of which the
cement
will not
be touched
by
the hand until it is placed in
the
moulds,
and
a
method
is now being worked
out
by which even
the
use of the h
and may
be dis
pensed
with
in
placing
the material in the
mould.
Thus
the whole of the work will
be
done mechani
cally,
and
personal error
entirely
eliminated.
Eighteen copper-lined cisterns have been provided
for the h.boratory,
in
which the
briquettes
may
be submerged for
any
number of years, if neces
sary.
Im portant tests have already
been
carried
out
in this laboratory relating
to
the strength of Cana
dian cements, and
an
original investigation by the
s
tudents
has
been
going
on as to
the effect of
mixing cements
by water
at
temperatures
varying
from normal temperature up to 150 deg.
Naturally,
great attention
would be
paid in
this
instituti
on to the coming science of
this
progressive
age, and
the
Electrical Laboratories are, as might
be expected, very complete.
l Il
ectricul Laboratories -
The
laboratories con
nected with the electrical engineering course con
sist of :
1.
The
Electrical L1boratory. -
Thi
s is located
immediately over the dynamo-room, and tests of
dynamos may be condu cted
in
it. Here are kept
the standard
instruments
employed for calibrating
the instruments in ordinary use. This laboratory
is fitted with
slate
slabs firmly let
in t
o the walls,
on
which the more delicate
instrum
ents
are
placed.
Current is supplied to all parts of the room for
experimental purpo
ses, both from the lighting
dynamos
direct
and also from the accumulators, so
that current up to a thousand amperes may be
obtained if necessary. The labora
to
ry is fitted
with a small work-bench for light work.
The in
st
ruments
in
this room comprise, amongst
others, a Thomson galvanometer,
two
Thomson
electric balances, four D'A
rs
onval galvanometers,
two Siemens dynamometers, two Thomson electro
static voltmeters,
eight
Weston ammeters,
and nine
Weston vo
ltmeters,
of various ranges ; an Ever
stee
d ohmmeter, two
sets
of resistance coils,
English Post Office pattern ;
an Ayrton
secohm
meter, several Na
lder
ammeters and voltmeters of
different ranges, two standard ohms, standard
cells, c.
2. The Magnetic Laboratory
is situated
at a
distance from the dynamo-room, and contains
magnetic
apparatus
us
ed in the lab
oratory course
on magnetism
and
in
tests
of dynamos. The
galvanometers are connected by wires with the
dynamo-room, so that observations can
be
made
which wo
uld
be difficult in the
neighb
o
urhood
of
the dynamos. The apparatus consists of a ballistic
galvanometer ; a magnetic curve-
tracer
- Ewing 's
in which the magnetic curves are
exhibited on
a
large scale for illustration to
the st
udents and for
investigation.
There are
also several pieces of
apparatus
made in the workshops, such as Hop
kins
on's yoke, traction
apparatus,
c., for illus
trating the
magnetic laws
in
every
variety
of way.
Current is laid
on
to
this lab
oratory from the
accumulators, so that a steady current
may
be
available for delicate tests.
3.
The
Photometer R oom.-Here
tests
are made
6.
The Lighting Station is
in
every
respect
typical
of the best li:nglish and
American
practice.
There
are
two dynamos-a 20-kilowatt Si
eme ns
and a 3
kilowatt Edison-Hopkinson; each is driven direct
by a Willans engine running at 450
rev
o
lutions per
minute
; these engines are each double-tandem
compound single-acting ;
the
stnooth running is
largely due to an e
lastic
cushion of compressed
air
that
acts as a buffer at the end of each
stroke ; as
the
engines are single-acting,
there
is
no knocking whatever, however loose the brasses
may be.
Each
engine and
dynamo, of 600 lig
hts
capacity,
takes
up a space of
about
8 ft.
by
4
ft.
6
in.
The switchboard was n1ade
in the
college work
shops.
Thom
son- Hou
sto
n d ouble-po
le
switches
are
u s ~ d , also
English
double- thr ow sw
itch
es
and
Weston instruments. The
lighting
system is the
three-wire,
but the
coupling up is so
arranged
that
one dynamo
can
run
half
the lights
on
the two
wire system; then,
when
the
load is increased, the
second dynamo
is
switched
in
series and the lights
run three-wire.
On_e v ~ l t m e t e r serves to give the voltage on all
the
c ~ r c u 1 ~ s
;
and o ~ e
a_
mmeter al
so is only r
eq
uired
for n1ne different cucu1ts; the current is measured
by the fall of potential method, and
the
different
leads
are
all
connected to
the
same instrument
by
means of a sliding switch.
A Neville sa.fety cut-out is used
in
charging the
u m u l a ~ r s ?
s_o that
when
t?e voltage falls too
low the cucu1t 1s broke
n,
but
IS remade
automatic
ally
when
the
voltage rises again.
7.
The
Accumulato
r-Room contains
Crompton
H ow.ell storage-cells, of a t o
tal
capacity of 800
ampere-hours.
Mathematical Lab01at01y
The course
in
mathe
matics (which includes kinematics and dynamics) is
conducted from the outset with special reference to
the ueeds of students
in
applied science. Much
time is given to practice
in
the use of mathematical
t a b l e ~ , pa.rti?ular
attenti
on being paid to the
solutwn
of
~ r t a n g e s ,
the_
racing
of curves, graphical
representatiOn ot functiOns, the reduction of ob
s e r v a : t i o ~
methods of approximation, sources and
r e l _ a ~ v 1mpo
rtanc
e of error s, c.
The lab
o
ratory
a ~ J O i n m g
the
l e ~ t u r e - r o is liber
n lly
supplied
w1th apparatus w1th which
the
student learns to
m
ake
mea
surements
of time,
ma
ss distance ac
celeration, and other quant
ities d e ~ l t with
the
lectures, as well as
to verify
the fundamental laws
of mechanics,
and
to investigate various mathemati
c ~ l
and
dynamical constants.
Sp
ec
ial
attention
is
d L r ~ c t e d
the
genera
l
principles underlyin
g
the
ordmary
Instruments of precision which
are
used in
physics, the simpler forms of these instruments
being put
into
the
hands
of the student at
an
early
7/23/2019 Engineering Vol 56 1893-08-25
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peri
od
in
hi
s course.
Th
e
experiments
are
in
almost all cases quantitative,
and
t
he
lea
rn
er is en
co
ur
aged
to attain the
g r e a . t possible
pr
ecisi
n
which
the natur
e of the
ex
penments and the ln
struments available ad
mit
of.
Among
the
more important articles in the l
abo
ra
tory may be ment ioned :
F or
the
measureme
nt
of tim e : Clock
with
seconds pendulum
and
el
ect
rical a
ttac
hm
en ts,
two water-clocks, chronographs, stop-watch.
F or
the
measurement of distan ce : Scales of
various kinds, screw micromete
rs,
ve
rnier
calipers ,
c3.thetometer, read ing microscopes.
F or
the
measurement of mass :
Six
chemical
balances with which masses
up
to 10 lb. can
be
de termined with
the
greatest possible accuracy,
also spring balances.
F or
ex
perime
uts
on r
ect
ilinear motion : Two
Atwood machines, Mo
rin
mac
hin
e,
in
c
lined
plane.
For
experiments on circular m
otion:
Whirling
tabl
e with various
attac
hments.
Miscellaneous : P e
ndulums
(simple a
nd
com
pound), appar
atus
of various
kinds
for
in
vestigat
ing
ha
rmonic motion, torsion balance with reading
tele
scope, gyroscope, M
ax
we
ll
's dynamical t op,
impact
a p p a
mechanical powers, &c.,
bar
o-
met
ers, thermometers, ai r
pum
ps , specific gravity
balances,
hydr
ometera, planimeters, calculating
machine, geometrical models,
fl
asks, grad
\lated
vessels, &
c.
Next to the
m
at
hematical
lab
o
rato
ry
comes
the
geodetic laboratory.
eodetic Labmatory. While th i
s labo
ra t
o
ry
is
prim
arily designed for
the
investi
gat
ion of appa
ratu
s used in geodetic and surveying operations, it
also affords the means of
pr
oducing standa
rd
s of
l
ength
and
of gradua ting circles.
The
labor
ato
ry
is double-walled, a
nd
the inn
er
wall, which is of brick, contains an
air
space.
In
the b ~ s e m e n t
there
is
an
air -chamber, from which
hot or cold a
ir
may
be
supplied to
the
work room
by
a system of pipes.
The air
circulation is main
tain
ed
by
a fan which is
driven by
an electro-motor
at any
required
speed.
'Vh
en
the
desired tem
perature is reached, all openings
are
closed, a
nd
a practically uniform t e
rn
perature held for
many
hour
s.
The
r u m e n eq
uipm
ent
consists of :
1.
A comparator,
for the
inv es
tigati
on of
standards
of l
engt
h
up
to
40
in. The standard
bar
is of steel.
2.
In
connection with
the
laboratory,
but
n
ot in
t
hi
s room, t
her
e is also a 50-f
t.
com
parator
and
uni
t of
length,
for
the
comparison of steel bands,
chains, &c.
3. A circular dividing engine, designed especially
with
a view t o
the
inv
es t
i
gati
on of existing circles.
The
gradu
ated
circle is 30 in.
in diamet
er.
Th
e
se
three
i
nstruments
were constructed
under
the
supervision of
Pr
ofessor W. A. R ogers.
4. A
linear di
vid ing engine which gives a
cr
oss
stroke
of 6 in .,
and
gr
aduates
up
to
42 in.
The
s
cr
ew,
nu
t,
an
d bearings of th is
instrument are
also
by Roger
s.
5. A portable Bessel's reversible pendulum, for
the determination of gravity.
6.
An
astronomical clock,
break
circuit chrono
meter,
and chr
onograph.
7.
Le
ve
l-tri
ers, end-measuring gauges,
an
d
minor
in
s
truments.
The
eq
uipm
ent
of geodetic
and
surveying
in
s
tr u
men
ts for
th e use of st
udents
consi
sts
of t
ran
s
it
s
and
transit theodolites of va
ri
o
us
fo
rms
, levels
of
the Dum
py,
Wy
e,
and
precision type, sexta
nts
for mar
in
e, sounding, and
land
wo
rk;
plane table
of English
and
American forms ; surveyors' and
pirometic compasses ;
current
m
ete
rs ;
an
alt
azimuth
for triangul
ation wo
rk
; a zenith
tele
scope
and
astronomical
tran
sits
; amongst
the latter
sh
ould be specia
lly
me
ntioned the
l
argest
in
s
tru
ment.
t is of
the
most rec
ent
desi
gn
of
the
Ru ss
ian
or
broken te
lescope
tripl
e
pattern,
is
adapted
for lat itude work a ze
nith
telescope ,
and
has a clear
apertu
re of 3 1n.
In
connection with th e fie
ld
astronomical
ou t
fit
there
is a
break
-cu
rr
ent
ch r
onometer,
and
a
chr
on
og
raph.
There are
also hand-levels, chains,
s teel bands, tapes,
bar
ometers, pedometers,
and
ot
her
usual
minor
i
nstrum
e
nts
requir
ed for t
he
work.
Th
is
de
scription may be fittingly clos
ed with
a
refe
ren
ce to
the mu
seum.
Mus
et
m. e
engineering museum occupie3
the
whole of
the
top floor, and embraces
an area
of
about
10,000 square feet.
The
most notable fea t
ur
e
E N G I N E E R I N
G.
in this
r
oo
m is a
sp
lendid
and uni
q
ue
co
ll
ection of
models,
known
as
th
e R eul
eaux
kinematic collec
tion. H ere alm
ost
eve
ry
conceivable form of
mechanical
movement
is
repr
esented,
and th
e ex
cellency of w
orkmanship and be
a
uty
of design
are
due especially to th e fact that Profess?r u l ~ a u x
so well known all over the world, h1mseli k1ndly
supervised
th
e formation of t
he
different sets.
Pr
ofessor R e
ul
eaux, of
th
e B e
rlin
P olytechnic, is
so well
kn ow
n bo
th
in
Eu r
ope
and Ameri
ca,
that
mor
e
than
a passing
ref
erence t o him need n
ot her
e
be mad e. H e ha.s devoted his life
to the
elabora
tion
of a new science, viz
., th
at of
applied kin
e
matics, or mechanism.
This
science was defin
ed by
the
great physicist, Amp ere,
and
put
in correct
place
as
one of the exact sciences
in
his " Essai sur
la Philosophie des Sciences," 1830.
Len pold, Monge, Carnot, Le.ng, Conolis,
and
Poncel
et spent
conside
ra
ble
thou
g
ht
.
on the
subj e
ct;
while Willis, of Cambridge, devoted a large t reatise,
bea
rin
g
the mark
of careful
and
ea
rn est
inve
stig
a
tion,
to the
classification of mechanisms.
Re
ul
eaux by hi
s epoch-making work,
"Kine
matic
s," re
volutionised the science a
nd introdu
ced
a sple
ndid orde
rliness where befo
re nothing
but
confusion
ha
d reigned. He was
the
first
t pro
du
ce new mechanisms
fr
om old ones by reference
to
t he
meth
od of
hi
s scientific
inquiry
alone ;
and
he
al
o
ne
was
enabled
by
mean
s
of
his new method
to furnish the
means of
produ
cing
any required
k
ind
of motion;
thus
ridding
the
subj
ect
of
the
cha.rge of
emp iri cism
and
enabling
it
to
deserve
the
name of
sc1
ence.
The
magnificent collection in this museum is the
em
b
odiment
of
Reu
l
ea
ux' new science ;
it
is
not
a
mere large collection of well-known mechanical
movements; it is the exemplificat ion of the evolu
tion of lower a
nd
higher mechanisms
fr
om
their
e
lement
s,
in
the
same way as chemical compounds
are
sh
ow
n
to
be
built
up
fr
om
their
cons
tituent
simple molecules.
Th
e collection
em
braces certain models which
have
never
befo
re
been made ; for example,
the
globoids-most
in
genio
us
in
con
s
truction
and of
great theoretical
value; an
d
the
cycloids, which
are t
ot
ally new. Aga
in
, the collection includes
models for s
in
o
id
and other m
ot
ions , th e
showing,
step by
ste
p,
a
ll the
prope
rtie
s of curvi
lin
ea
r movements ; models illus
trating parall
el
m
ot
ions
and
rectilinear motions. Also models
illust
rating
cyc
li
c rope transmission,
pendulum
movements, &c.
Besides th is kinematic collectio
n, there are
also
trus
ses of different types, illust
rating
the manner
in
which different loads
strai
n
the
several
m e m b ~ r s
of a truss. This method of illust ration was first
adop
te
d
in this
universi
ty
in
the
year
1879.
The
comparative magni
tudes
of t he stresses
are
est
i-
m
ate
d
by
means of
spring
scales
intr
oduced in
the
different members of
the
t
ru
ss.
Sect
ional models
of engines, locomotives, &c., showing
the
working
parts,
are
also to
be
fo
und
here,
togethe
r
with
a
co
ll
ect ion of cable specimens
fr
om leading manu
facturers in
Europe
and America.
An ecortomic collection is also be
in
g formed,
and
al ready embraces many mate rials of construction
and materi
als
emp
loyed
in
the
a
rt
s, of
great
value
and
in t
e
re
st.
Th
e museum
contai
ns a splendi d
collection of working
mining
models, illu
strating
the
diffe
rent
methods of mining,
both in
this
co
untry and in
Europe.
The student
is ta ught
in addition to theory
a
certain amount
of dexterity, a
nd this brin
gs
the
vi
sitor
to
the workshops.
Workshops.
The
worksho
ps
erected on the
Thomas Workman En dowment have a floor area of
more t han 25,000
squa
re feet.
The
practical
in
s
truction in th
e wo
rk
shop.
C
is solely designed
to
give
the student
some knowledge of
the nature
of
the
materials of construction,
to
f
am
iliari se
him with
the
mo
re
imp o
rtant
ha
nd and ma
c
hine
to
ols, and
to
give
him
some
manual
skill
in
the use of the same. For
th i
s purpose,
the
student, during
a speci
ed numb
er of
hour
s per
week, will work in t
he
shops under
th
e direct
superinte
nd
ence of the Professor of Mechanical
Engineering,
aided
by
skilled mechanics.
Th
e
cour
ses commence
with
g
raded
exercises
and
gradua
lly lead
up
to
the makin
g of
joint
s, mem
bers of s
tructures,
fr
ames, &c., finally conc
luding
in
the
ir
on-working depa
rtm
e
n t with
the manufac
ture
of t oo ls,
parts
of
h ~ n e s and, if
possible
with th e
building
of compl
ete
machines. '
The
eq
uipment includes the following :
In
the Carpenter, 'vVood-turning, a l d
Pattern-
-
making
Departments
: Ca
rpenters
'
and pattern
makers'
benches wood-
lathes,
a large
pattern
m
ake
r
's
l
athe c ~ c u l a r - s a w
benches,
jig and
b
and
saw s,
b u z z - p ~ n e r
wood-borer,
uni
ve
rsal
wood-
work
er,
&c. .
In the Machine Shop
:
Th
e
~ o s t 1 ~ p r o ~ e d
engine l
athes,
a 36-in.
moder
n uprtgh t dnll,
w ~ t h
compo
und
table,
uni
versal milling n1achine, w1th
vertical milling
attachm
e
nt, hand
lath
es,
planer,
universal g
rtnding
mac
hine, uni
vers
al cutter
ream er gri n
de
r, a 16-in.
pa t
e
nt
s
haper, VlCe-
ben ches, &c.
In
th e
Smith
Shop : F orges, vices,
hand-drill,
and a power
hamm
er.
In
t he
Found
ry : A cupola for melting iro
n,
brass furnace, moulders' benches, &c.
Th e machinery in t he shops is
driv
en by a 50
indic
ated
ho
rs
e-power compound e
ng
ine
and
a
10
indicated
horse-power high-speed engine.
BILBAO
HARBOUR WORKS
.
AMoNG
the most
interesting
civil
engineering
ex
hibits in the
French Section
of
the
Tr
anspo
rta
ti
on Building of
the
Columbian E x
po
sition, is that
of MM. Coiseau, Couvreux, and Allard, the well
known
Fren
ch co
nt r
actors, illust
ratin
g
the
plant
employed
in
the construction
of
the Bilbao
H a
rb
our
Works.
In
the
following
artic
le we
de
sc
rib
some
of
the methods
followed,
and
specia
lly
s
hown in
the
ex
hibit at
Chicago.
The town
of
Bi
lbao is the capital of t he Basque
Provinces,
and one
of the most
important trading
and industr
ial
centres
of
~ { > a i n . t
is
situated on
theNervion River,
about
kilometres (7.7 miles)
fr
om its mouth, which opens out in to
the
deep
and
narrow Gulf of Gasc
og
ne.
Up
till r
ecent years
t
her
e
has been
no
h
arbour
at
Bilba
o, t
he
s
hip
s
trading
there
having
to
be
of suffici
ently
small
draught to
allow
them to
ascend
the
shallow a
nd
winding
ri
ver,
t he
banks
of which
are
covered with
the nu m
e
rous
factories, foundries,
and
s
teel
works characteristic
of
the
district.
t wa
s in 1878 that
it
was first
pr
o
po
s
ed
to
impr
ove
the
access
to
the t own. At
that
date the trade
of
the port
was 1, 340,000 tons
per an num, which was
incr
eased to upwards of
2,000,000
tons in
1879,
and
is now 4
,5
00,000
tons
per an num
. Of
this
t
ot
al, 750,000 t
on
s r
ep
resent
imports and
750,000
ton
s
exp
o
rts.
As
in the
case of
other Spanish po
r ts, Bilbao is
under the di r
e
ct
control of a local
junta,
which,
however, is s
ubject
to a
genera
l supervision
by
the
State authori
ties. These lat
ter
at times cont
ribut
e
small amounts
to
the expenses of the works,
but
in
general
the
junta has to
provide
all the neces
sary funds. This it does by
appr
opriat ions
fr
om the
tonn
age dues.
Up ti l l1
878
the ri
ver wo
und
t
hrough its
valley
having a
lternat
e reaches of sha
ll
ow
and
d
eep
water,
the
shoals r
endering
it impossible
for boats draw
ing m
ore th an
10ft. to 12 ft. of
water to
ascend
it.
The mouth, protected
by quays, viz.,
one
bef
ore
Portug
alate and
the
other
opposite
Las
Arene:Ls
spaced
about
160 metres (525
ft.) apart,
was
obstr
ucted by a ba
r,
the
depth
over which did
n
ot
exceed 1 m
etre
at
low
wate
r s
prin
g tides.
The
sa
n
ds
fo
rming
this
bar
came
to
a very
slight
deg
ree
from
th
e
upper part
of t he
riv
er, b
ut mainly
from
the
shore
of
Las Arenas,
though a
li
t tl e also is
carried over
fr
om Algorta, which is
si
tu ate
d
on the
ri
ght -
hand sh
o
re
of
the
bay.
The sea currents
were
continu
ous
ly
transporting sand from the
Las
Arenas s
hore
in a direction fr om
east to
w
est
though the waves raised
by
the north-we
st e
rly
gales
and by
the
ebb tide
had a
cont
r
ary
tendency .
After
a careful
study
of
thes
e
peculiar
ities
and
a
st udy
of
o l ~ charts, Iy f
de
Churruca, the
engi
n
eer to the
JUnta, dec1ded that
the deposits
of
s
and
on
the bar
were
not
large, a
nd
that
they
arose
from the
erosion of
the right-hand beach
of the bay,
and
that
this
could
be checked by
s
uita ble mean
s.
Before
the commence1nent
of
the
works, the
chann
el cut by the
ri
ver thr
oua
h
the bar
was about_ 200
metres
wid e, t
he depth,
a_ready
t e d ~
be1ng 1 metre at low water s
pring
t1des.
The
dr1ft of
the sand
caused
this
chan nel
to
move
in
a wes
twardly direction
.
M.
de
Ohur
ruca
accordingly
determined
t
hat
it was
e c e ~ s a
to
fix
permanently the
wester
n
boundary
of
th
is
c
hannel, and
at th e
same
t ime
to ch
eck the drift
du
e to the
north
-west gales
by prol
o
nging
the
mo
le on
the left bank. He thus h
ope
d to
get
a
ch
annel
having at least 3
metres
depth of
water
at
low water spring t
id
es, and pose
ib
1y as much as 3
7/23/2019 Engineering Vol 56 1893-08-25
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E
N
G I N E t R I N
G.
:
no
n o =
TXL
a
t I
c >
0 f?i?z
PLAN AND SECTION OF BILBAO
HARBOUR
WORKS.
N
I
- -
E
.,
B 1
4
J
0
'
'
metres when the regulat.ing works on the upper
reaches of the river were completed. It was de
cided
to
carry out
these recommendations, and
the
Portugalate mo
le
was accordingly constructed.
This mole is 800 metres (2625 ft.) long. and extends
up to a
depth
of metres (21f t. )beyond
the
extreme
edge of
the outerslope
of
the
bar.
I t
is
built
on a
curve of 3000 met1es (9850 ft.) radius, the concavity
being
turned
towards
the
channel.
The
base
?f
mole
is
a rubble
mound
formed of bloc ks we1ghing
1
ton as
a minimum.
Through
this,
for
570
metres
of the total length, screw pi les are sunk, on which
is fixed an iron platform, the upper surface of
which is 71
metres
above low water. Betw:een
these
piles, from the top of the mound to a he1ght
of 4.2 metres above low water, the mole is made up
of a concrete monolith, intended to guide
the
flow
and
ebb currents
in the
desired direction. For
a further distance of 30 metres the concrete is
carried up to
the
lower surface of the iron plat
form.
For the
remaining 200 met res this method of
construction could not be adopted, the sea being
too strong.
The
mound in this case
is
protected
by 30-ton concrete blocks. ts upper is
levelled off with a layer of concrete metre (19. 9 1n.)
thick on which rests the superstructure of
the
mole.' This is from 10 to 8
metres
wide at the
bottom.
t
is faced
with
blocks of
Portland
cement having 5.60 cubic ID:etres capacity. The
filling is of concrete moulded 1n place. On
the
sea
face
the
superstructure
is
carried
up
as a shelter
wa ll 3 metres hi h by 3 metres thick,
and
above
this again comes
5
a parapet 1
metre
high.
These works were finished
in
1890, and
the
FIG. 1.
GENERAL PL A f
OF
OUTER HARBOU
R.
. .
I :
I
FIG.
2. SECTION OF
BRE.A.KW
ATER.
river was also regulated and trained, cuts being
made through certain bends, and a good waterway
dredged through
the
various shoals. The result of
these operations has exceeded expectations, and
ships drawing
20ft.
to
22ft.
are able to enter
at
high tide, where formerly boats drawing only 12ft.
to 13ft. dare
not ri
sk
the entry. Th
e cost of
the
works
wa
s about 16,000,000 francs.
In
spite
of
the
fine results
thus
obtained,
the
entrance
to
the
river was always difficult during
the
presence of nor th-westerly gales, and ships
were often obliged to take refuge in other ports. t
was accordingly decided to con
st
ruct a deep-water
harbour in the
bay, capable of receiving
the lar
gest
ships.
s
shown in Fig. 1, the bay is well adapted
for a work of this kind. The depth of water is
great a
nd
regular,
the
10-metre line passing near
the
shores
and near the
mo
uth
of
the
riv er.
The
anchorage is also excellent, the bottom being sand.
The works are now
in
progress, and consist of two
breakwaters, one 1450
metres
(4760
ft.)
long, which
reaches
out
from
the
l
eft
shore of
the bay
at a
point about 2600 metres (1. 6 miles) from Portu-
galate. The other reaches out from the right
bank
at Begofia
Point,
and will be 1072
metres
(3516 ft.) long. Between the ends of these two
breakwaters is
the
entrance to
the
harbour, which
is 640
metres
(2100 ft. ) wide, and
is
perpen
dicular
to
the
direction of
the
prevalent
winds.
On the shore inside these breakwaters, quays are to
be constructed, which will be well provided with
railway lin es, and at which large ships will be
ab
le
to load or unload in all weathers and
at
all states
of the tide. The total area of
the
harbour will be
about 287 hectares (700 acres), over 200 of which the
.
- -
-
I
.
depth will range between 5 to 15 metres above low
watersprin g tides. The construction of these break
waters
is
clearly shown in Fig. 2.
The
foundation is
formed of a
rubble mo
und up
to a depth of 6 metres
(19.7 ft.) below low water. The width of this
mound is 54 metres at the crest, and the slopes are
1 to 1. These mounds are built of three different
classes of material. The core consists of blocks
havi
ng
a minimum weight of 20 kilos. (44 lb.).
This core is covered with stones weighing
not
less
than 400
ki
los. (881 lb.),
and the outer
slope is
formed of blocks weighing not less than 1 ton. The
top of
the
mound is protected by concrete blocks
measuring from 30 to 50 cubic metres,
and
weigh
ing 60 to 100 tons. The smaller blocks are used
on the inner side, and the 50-ton blocks on
the sea side. The voids between these blocks are
filled
with
rubble. The foundation thus formed is
levelled with a layer of concrete 1 metre thick, on
which is erected
the
superstructure. This up to
1 metre above low
water
to 7 metres above it, is
formed of concrete blocks weig
hin
g 10 tons each,
and laid so as to break joint. The interior is filled
with quick-setting cement concrete. The dimen
sions of this
part
of
the
superstructu re are 12.2
metres
at
the bottom and 10 metres at the crest.
From this level there is a shelter wall3 metres high
and 4 metres thick, crowned by a parapet 1 metres
thick
and
1 me
tre
high.
Both
shel
ter
wall
and
parapet are made of cement concrete moulded in
place. The base of
the
super
st
ructure is protected
by a concrete toe, 4 metres broad
and 2
metres
thick.
The concrete used in the 60 and 100 ton blocks
has
the
following composition : 1 part Portland
7/23/2019 Engineering Vol 56 1893-08-25
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I
f
E N G I N E E R I N
G.
CONTRACTOR
S
PL NT
AT
THE
BILBAO
H
RBOU
R WORKS
-
- ~
--
:=--
-
.
-
-
.
L
-
-
Fro. 5.
-
-
o r
-
'
-
'
.
:::si
~
' 'k
""-l J_l
0
0
10
JJ
40
so
6(}
FCfJ .JG
J600 1/c;.t:s
3010
IIJ:
70
parties of thi s machine, which differ
littl
e, as we see, from
those
of the De
Meri
ens magneto
s. ' Ve might
then
ve
found
imm
e
diately
in
th
is mac
hine
a s
ati
sfactory solut10n
of
the
problem, i f ib
had
n
ot
shown certain defects of
some
imp
ortan
ce-v
iz. ,
the extended
f
or
m of
the
two
machines,
together with
difficulties of electric coupling
ari sing from
the sma
ll
in
e
rtia
of
th
e turning
parts, and
above all, th e excessive beating of the armature.
Self-Exciting AUernator with Core. - \Ve might reme
dy
. - - - - . - - - - - . - - - - . . - - - - r - - - - - r - - - - . - ---..----,3600 11 1lh
Lab
t ur
h.
aclur.
e
aooo
l fJOO
0 ,. l
0
10
zo
JO
4Q
50
60
70
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I
l Fig
JJ
.
I
I
I
I
I
I
I
I
I
I
I
I
I
I .
'1 - - - - - - - - -
-
-- -
I
I
I
i
I
Ftg 17.
I
11
I
L.....l
I
I
I
I
I
I
'
'
I
'
'
-
----
.-.----- ----- .
1------ - ---- -
' ' J..
~ . . - . . . . . .
--
------- -- -
- - 0 625 -- ---
-------
-
- r
' 1 r . e o .....___ . . . ~ . :
,..
.
------------- --- o &EtJ
-- - ----
---
-
.........-------- ..
- .....
.J
11J JT. N .
L 'Eclairage Electrique Company, on
th
e
plans
of
~ I . Labour, their engineer, and underwent, in 1891,
pro
longed trials
at
the
Lighthouse E stablishment (F ran ce).
The
alternator
and
its exciter (Fig. 16) are mounted
side
by side, so that their
two
shafts
may
be coupled and
driven a i n ~ l e
pull
ey ca rri
ed
by
th
e s haft of
the
alter
na tor
. ro
facilitate the throwing in and out
of gear,
the
ehaft
carries a loose
pull
ey
with
a
greas
e
cup
.
The
exciter is a. Re chniewsky continuous-current machine,
excited in series
armature
s
toothed so as to reduce
to
a minimum the magnetic resistance of the ~ a p and
consequently the cost of exciting, and of wb10h the
ele
ct
ro-magnets
are
built up of sheets in order
to
reduce
to
a.
minimum
the
Fo ucaulb curr ents
and the
s e q u ~ n t
loss of energy. The Siemens-La bour alternator, sim
ilar
in type to the ordi
nary
Siemens
in its
genera
l
a.rranB"e
ruent
s, is
s t i n ~ u i
h e d
from
it
by
the
mann
er
in
whtch
the armature
coils
are
mounted
and
wound.
These
are
made with
a conducto
r,
not
of
thin plates, but of
insulated
wi r
es,
which
allows
the number of turns to be
increased
and the losses by Foucaulb currents to be diminished.
reduced
to
a. comparatively small value.
The
following
statement includes
the principal
data of its construction,
which designedly
depart
s from ordin
ary
conditions :
DATA 01 '
C o
NS'I'IWCTION.
Speed, 800
revolutions; fr
equen
cy
, 53.33 periods.
Armature wire of
1. 8 millime
tr
es, 120
turn
s
per
co
il;
re
sis
tan
ce a
nd se
lf-induction of one cir
cuit
,
0.41 ohms and
0.006 henrys.
m a ~ n
t s , wire of 4 millimetres,
130 turns per eleo tro; reststance, 0.85 ohms. Air gap
length, 19 millim
etres;
sec tion per coil, 73 square ce
nt i
metres. Magnetic field, about 1600 c.g.s . Intens
ity
of
exciting current, 10 to 11 amperes.
Th e indu
fi
tri al efficiency, meas
ur
ed
with much
care,
determining
th
e losses, when un l
oaded, by
the aid of
a.
st andardised el
ectric
motor, has been f
ound equal to
61
per
ce
nt.
at
a c
urrent of
25
amp
e
re
s
and
45 volts (o
ne
circuit
only), and 71.6
per
ce
nt.
at a current
of
50 am
pe
re
s
and
45 volts (two cir
cuits in
parallel).
The
periodic
curvE'S of
Fig.
11,
and th
e
characterist
ics of
Fig.
14
rela
tiv
e to one and t
\':O
circuits coupled, exhibit the pro -
.....
Ftg78
..,.
t
"
...
,..
-..
SA ..
;
....,..,.. ..
.
-..
:
.
f-.
...
s - ~
I ~
__
(tw
b N
~ l
_ 9
b
l l
4
~ 1 {
.-1-n
trlfL
11
PI
(n
nli
..
ff
911
ihll i
lkl l
lvq j
._
- - - ~
"
(J
p
N
S
f ield f ole.s
h 9
re ttc
S ~ m e n t s of Armowre,
without difficulty the greater part of these defects, but it
has been pr efe
rr
ed to attempt, for comparison, another
type of al ternator
with
a core to the
armatu
re, which en
ables such self -indu
ct
ion
to
be
obtai
ned as may be desired,
and
which,
owing to
the employm
ent
of
thin
iron sheets,
may
give a
better
efficiency.
'l
' he
L 'Ec
lairage
Electriqu
e Company
has
cons
tructed
a new
machin
e answering to
th
ese requirements, after
the
plans
of
their
engineer, M. Labour. This
alternator
(Figs. 17 and 17
b)
shows a model and form similar to
those of the Recbniewsky dynamos of the multipolar type.
But th e armature, in
the
form of
a.
to
othed ring, carries a
winding of a special kind; each coil is, as Fig. 18 shows,
a kind of flat bobbin formed of concentric
turns
wound in
a number of grooves.
Thank
s to
th i
s arrangement,
which is
quit
e new for
al t
ernators, and \Vbich produces
i n t i m a ~ e
m i ~ y
between
the
iron
.
and the
cc;>
pper
m each coil, we obtam a greab economy m the exCtting,
a.t
the same
time as
the
s
trong
reaction of
the armature
w h i ~ h is desired.
The
.air-gap showing
no
sensible
var1a.t10n,
and the
react10n
of the armature
coils
7/23/2019 Engineering Vol 56 1893-08-25
31/34
taking place ~ sivcly, this
machine
produces
no
humm
ing.
Th
e electro-magnets and
th
e coils of
th
e armature are
etill
eight in number. T
he coils
are coupled in tw o
circuits, end ing in t h ~ coil c ting rings. The pr
incipa
l
d
ata
of
const
r
uctio
n are given b
low
.
D a t ~ of
Uorutruction.
'peed
, 00 r
evolutio
n . Fre
quency, 53.3 period . Armature wire of
3.2
millime tres
diameter,
36
turns per coil ; res
istance
of one circuit,
0.164 ohm ; 72 t
ee th,
it . 9
per
bobbin. M
aximum
in
du ct ion,
7280
c.g.s. Air
gap,
2
.5 millimetre
s. E l
ec tro
magneta, wire of 2. 7 milhmotres in diamete r,
260
turn
per
electro.
T
otal
r
esis
tan
ce
, 2 60
ohms
.
Ex
ci
ting
e n t ~ at the 2
.5-
am p
cre
n t t ~ , I = 3.06 amperes and
3.77.
Owing
to the e
mpl oymtmt
of th e toothed
ring,
th e
expe
n
se for exci
ting
extraord in
ar
ily low (24 and 37
watt
s). Th e industrial efficienc
y,
measured ag in the
case
of the pr
eceding
r
eac
hes th e foll
owi
ng
figuree,
mu
ch
supe
r
io
r to th
ose
of
m a ~ n e t o s : On
e ci rcuit
alone,
efficiton
cy
72.2
per cent.
Tw o ca
cui
ts
in parall
el
at
50-ampere cu
rren t
, 0.4 pe r c nt. ; 2 5 - a m p ~ r e cu rr ent, ob
tained by the aid of a
self-inductio
n coi l, 74
.5 per
c ~ n t .
The s witc
hboard
(Fig. 19) used for
this
b
at combina.t
ion
i
r
emark ably
drmple,
especially
com
pa r
ed to
that
of
},ig. 9,
page
223
aHtc.
\Ve had at nrs t proposed to simp
lify
th e manner of e x c i t i n ~
this
altern ator by th e aid of a con
ti nuous
cu
rr
ent circutt,
wr appe
d on th e
same
armature
and i n g in a
commuta.to
r
placed at the
o
ppo
site side
to th
e alternate
coll e
ctor.
But the
r
eac
tions of th e a
lt
er
na te current on the exciting cur rent caused t his arrange
ment to be abandoned af ter
trial
in
fa
vour of a small
co
ntinuous
cu
rrent exciter placed
immed
ia te
ly
b
eside
th e
armat
ure,
where
the
continuous cu
rre
nt
co
mmutator
w
as
placed.
Th
e d imensions of th e machine are
not
in thi s
way
incr
eased
. Th eJ'
ar
e ex tr eme ly small compared
with
th
e magnetos of D e
n s .
Th e periodic
cu
r ves of 12a nd th e charac
teristics
of
Fig. 15 exhibit
th
e_ p r o p ~ r t t e s of
the
ma chine,
wh i
ch, as
we do not senstbly
dtff
er .th ose o.f th e
pr
eceding
macbm
e. An exce
lle
nt
sta
bi h
ty ts obtamed, th e
cond i
tion
of m a ~ i m l ; l ~
pawer
is
r
ealise
d, and the
_i
n
te
nsi ty
and
sho
rt
o1rou1t
18
n
ot much abov
e th e
nor ma
l
mtensity.
\Ve may thus
co
nsider hen
ce
forward th is machine as
e q u i v a l e n ~ to tbe
De
Meri tens magneto.
IV -COMPARJSON 01< CON l lNUO
US
ANJ)
ALT.KBNATE
CU
RRENTS.
This
comparison,
the eleme nt s
for whi
ch have
been
furnished in th e
preceding chapters
, ho
uld
refer at once
to
the
arc, tb o
optica
l
apparatus,
and th e dynamos.
1.
The
Dynamo1. -T h
e co
ntinu
ous c
urrent dy n
amo3 are
aatiefa.ctory fr om th e point of
view
of str ength and sa f
et
y.
They
show
great economy in space a nd in co t
compar
ed
to th
e D e
:?.l
eri
te
ns mac
hi n
es, but
the
s t
eadi
ness of the
arc
haa
o
nly bee
n
obtai
n
ed at the
cost of a loss of effi
cienc
y,
the e
ffi
cie
ncy at the te rm i
nal
s of
the
lamp having
b een reduced to 0.58 or 0.65 ab the 25 and
50
currents.
On
the
co
ntrary, th
e n
ew
a
lt
e
rn
at o
rs
allo
w
us
to prese
rv
e th e ad n
ntag
es o f
the
D e Mc
ri t
ens machines
whil
e
costi
ng a little m
ore
than the dynam os, and giving
elen
tr i
cal efficien
cies
of 74 and
,0
pe r cent. at the two
c
urrents considered.
I t i th
ese
machi ne ,
then
which
a p ~ a r
at
p r ~ e n t l i ~ e l y to take
the
place of
't he
D e
M e
ri tens machme
Without
any
change
10 the
r
emainder
of th P ser vice.
But i t is nob to be forgotten that all the pos ible ad
vantage
obta
inable co
nt
inuous c:
urrent d
ynamos
h
as
n
ot
y
et been obtamed,
a
nd
that
by a. su itable
corn
p_ounding
we
.might probablr r
ealise
a s.tability and effi
cte
ncy supenor to those htthcrto obtatnE:d with these
machine
..
.
2. The A
rc. -In spite
of the
ingenious
oleno
id
of
}.ll . Sautter,
HarM,
and Co., and the employment of
the
rh eost
at, th e
continuous C'u
rrent
with
the posith e
ca
r
bo
n below reD: ains
in
fe
rior in
r
eg u
l
ar i
ty to
the
alternate
cu
r_e
nt ar
c.
ma
y
be fr
om o w i ~ g
Tabl e
,
whtch sums up m a. compart
so
n the var1at1on3 10 illumi
na tion of th e ra.y
ob
erved in the exper iment of the ce n
tral
Variations
in
Ar
c L ights.
I
Apparatus.
Cu
rrent.
Relatire \"a.iations of the Luminous
Powe
r.
With Cu r With
Cu
r- With Cur-
l
reot
ot
r
ent ot
I e
nt ot
100
25 Amp r
ee
.
1
30
Amperes.
. ~ - c - 1 - a
type, 1892 Al ternate
Ditto Contlnuous
per cent.
30to36
112
pe r cent.
4 to 50
166
per
ce
nt.
50 to
70
1 7
Thia
inferi
ority
e
especially
importantwith feux-oolairs
in whi ch th e lamp turn s with the apparatus
and
it
i
consequently
n
ece
ary
that the
figure ' hou
ld bo
a
sy mmetrical a
po
iblo in order
th
at suoce ivo flash
may
be
of equal
powe
r. The arc with positive carbon
uppermost would gtve in thi
respe C:
u cels. per Watt.
J; c
- - - ------- -
- - - - - - - - - - - - -
26 63
60 65
100 50
I
650,000
1,000,000
1
,3oo,ooo
I
45 , 1,200,000 1120 1 85
45
1,8
00.000 40 1.80
45 2,300,000 512
1.
76
-
' Vith equal efficiency
alternate cu
rrents offer, teeid-,
a. greate
r facility for
distributing the
light below th e
ho
ri z
on by the
use
of th e bi-focal form, and they p e r m i ~
the o y m e ~ t of a smaller a.nd
more
ymmetrical appa
ratus
than
doe
the
conti
n
uous cture
nt
Also in
view of the entirely
satis
factory
r e ~ u l t a
fur
n i.
bed by n a t e
currPntA, and the r
emarkable ad l
an
tages shown
by
th e D e M er it ens machin or altematon
end owed with similar pr
op c
r
ti
, th e French
lightbou
o
senice
has
n
ot
thought
w
11
to
go
on w1th
the
u e
of
con
ti
n
uous cu rr
ents a t pr
ent in ~ h e
o
ew optical apparatu
.
This
path
i , n
eve
rt hel
e s, open
to th e
in1tiativc of manu
Th
ese
figures
are, as we
sa
id
a.bov(\,
only the
a
nd
not the abso)ute
valu
es.
means, facturers.
4.
Efficicn
cy.-
The preceding
Table
gives the effie;iency
measured
at th e lamp- th a t is to say, th e number of
bees
per elect
ri
c watt
consumed by it.
To have
the definite
efficienc y - that
is
to sa
y,
the number of
bees
pe
r watt of
R ESUME AND
C O N C L t i ~ I O ~
T o
summarise,
in this in
vestigation
I hnve analysed
th e different
conditions necessary
to
the
ucces ful ope
ra
tion of an elec tr ic l igbthouao with co ntinuous or alternate
-
,
/
,
I
I
\
\
I
I
I
J .J J
I
~
o l v
1
6 Jin
I
1
l S t /
1
rv
r
-----
m p e r t m t l ~ r
~
J
r ~ ) t ' " ~ 7 ~ ;
I
[
mpcrcmtltr
r
...,
r
'1
n tinu
ous cu
rr
ent
the same
WAr
w1th
the alternate c ~ ~ r e n t , . it would
th en
s u ~
to
m c r ~ a ...e the su rface ut.ili ed m the manner indicated
a.bo' e ; for . example, 10 the
monofo
cal apparatus of
1.00 metre d1at?eter,
repr
en ted
in } ~ i g 3,
pag
e 144 a
ntt
we shoul
d realtse a.
us e
ful
su r
f
ace about
1 3 times g r e a t e ~
th an that of the apparatus of La. H ove .
.Co
nclu8iotu . -Th.e
.compari
ol between th e two systems
~ i l l
o
nly
be de6
nttt,
e 1t
takes
into
account more
m
proved
dynamos,. ~ p t 1 c a . l a p p a r a t u specially
uited
to each . .A p r ~ o r t , 1t
lS
dtfficult to say which will give
th
e
boat effic1ency tn th e end. I t
would
eem however
tha.t
the alternate current arc
will always
kee{)
it:;
s u p e r i ~
r i t
b c
ause
of
the smalle
r voltage
with
wb1cb
it
is sati
s:ci
Wt-
ha
' e
not
Quoted
in thi
s
Table the
6gu
of 1
00
oo0
Alternator V
0
2
'
~
~
;1:
I
-
luu;
2
cu
rr
e
nt
s. As to
the
ch ief desidera ta. r
elating
to tbo
machi
nes,
to
the lamps, and to the optica.l
apparat
us in
each of th ese two eystem ,
and the
comparat ive ~ u l t
obtained
by the l i ~ b t b o u e service in l i'ran
ce,
the conclu
sions of this in
vest1gation are as
f
ollows
:
1. The threo el
ement constitu
ting
an
eJectric Jight
house machin
e, lamp and optical
apparatu
- hould
not be studied separately,
but
taken tog ther, in view of
the end to be sought; in
particular,
the )amp and the
dynamo must be
co
n
side
red
a.s two
part of one whol .
2.
The
best
method to
ecure a. good light
n ice
in
orch
nary conditions
consis
ts in uniting
in
oacb
estnbli:-hruent
two
similar
machines, t-ach capable of furni hing
two
cur
rent of 25
and
50
am p
eres. Th e
employment
of
current
n.bove 100 r e s
would
not
be
ju tifi d
in
the
French
" f e u - . e c
~ i r
apparatu . 3.
The DA
l\Icriten
magneto
ma-chme 19 pa.rt1c
ularly
ap propriate for tbi e
rvi
cl', and
the only .
o b j ~ t i o n
to be raised
against
it is tt:5
~ m p a r a t 1 v e
h1gh p r1ce.
4. Th
e
construction of
a con
~ I n u o u ' J
or
altern
ate
cu
r
rent
machine, capable
of replac
~ n g
th
e magneto , while preser ving the same a d v a n ~ ~ .
so
ea y a task as
elect
r
icia
ns are tempted to think
1t.
Th
e beat proof of
this is
in th e
absolute
or partial
failur
e
that
ba.s attended the effo
rt
of
manufacturers
of
repute in other countrie a well
as
in France. 5. Tho
a t t e m p ~ .made have, nevert h eless, sho
wn
th e
po
ib1lity
of
obtammg
al ternators suited to
the se
r vice
at
a '
'e
ry
moderate
price, and of
better
efficiencv than that of
the
magneto ,
and
perhap at a later
period
co
ntinuou
-
c u r r ~ n t dynamos, having similar properti by
using
a
{>OCtal method of c o m p o u n d i n ~ .
The
alte;nators will
gl\'e
us
the
safety
and
regulartty
that (continu
ous
cu
r
r
ent) y n a m o will obtai
n
with
difficulty.
G.
Th e
com
parat1ve results obtained in the
optical
apparatus now
in
use s h ~ w
a
co
n
siderable
superiority in the
al t
ernate cur
ren ts m resJ?OCt of
lu mi
nou efficien
cy.
But these
appa
ratus
n
ot
bemg
the best uited
to
continuous current it
may be o b j ~ d e d t ~ ~ t an apparatus peciaUy
cons
tructed
for
tb em mtght
utiltse
the
enorgy expended
nearly to the
same
extent
rea.li
ed with alternate
curre
nts.
llowe\er
that
llay
be,
.
the la tt
er
exhibit
ab present a.ch an ag o(
all k1nds are of a
nature
to ju tif)' tb prefereri
ce
that
has
b en
gl\'en
them
f
or
lighthouse
hghbng.
bees,
or
3.12 per watt, mentioned
abo' e, for the
rcnt
. of
V am p
e
re at
57
volt
, because
the
500
000
bee E ~ r a t u m .
n page HG
antt eco
nd
coJumn, line
16,
of _mcrea e w re
7/23/2019 Engineering Vol 56 1893-08-25
32/34
"ENGINEERING"
ILLUSTRATED PATENT
RECORD.
OoMPILED
BY
W. LLO ......,...,D WISE.
BELECTBD
ABSTIUCTB OF RECENT PUBLISHED
BPEOIFICATIONB
UNDER
THE ACTS 1883-
1888
.
TM number of views given
in
tM Sper:ijication Drawf,nqs is
stated
in
each case; where none are mentioned, the Specification 1.$
not
illustrated.
Where I
nv
e
ntions are communicat
ed from abroad, the
:c.,
of the
Commu
n.icators are
given in
italics.
Copies of Specifications may be obtained at the P atent
Off
Sale Branc
h, 38, Cursitor-street, Cha,ncery-la?t.e,
E.C.,
a,t the
unifonn
price
of
8d.
Th e date of the adverti.sement o the acceptance
of
a complete
specification is,
in
each
i v ~ n
after the abstract, unless the
P atent has been
sealtd
, when the date of sealin:J is
given.
A
ny
person rrtay
at any tim
e
within
two
month
s
f?
om the date
f
the
adv
ertise n ltnt
of
the acceptance
of
a complete sper:ijication,
give notice
at
the Pa ten t
Office
o oprosition to the
gra,11t
of a
Pa
tent on any of the grounds m entioned
in
the Act.
GUNS. &c.
23,881. A. W. Schwarzlose, Stettin, Germany.
Magazine
Small
Arms. [16
Fi g
s. ] December 27, 1892.
This invention rel
ates
to ma
gaz ine
small arms with
a . u t o m : : ~ . t i
safety deYi
ces, and io which the me
ans
for loading
are
operated
automati
ca
ll
y
aft
er
each shot
by
the
recoil of
the
exploei
ve
gases. The side plates B ca
rr
ying the breech and other parts are
in s l i d i n ~ connection
with
th e barrel A,
and
are p:ntly
carried
by the
rin
g Jt
:J
(Figs. 1 and
2)
of the
a ~ a z i n e
case H,
and
partly
by the sides of
the
e.tock K, so that the si
de
plates B
and the
b1
nrel
A
can
Rlide
ba
ckwards
a
short distance. Th
e breech
block and the hammer swing side by side between the side plates
B, about
a
common axis formed by a stud
o. Th
e b reech-block
w
hich
puahes
tb
e cartridge
into the ha
rrel hns at
the
top two
lateral project
ions, which, when
the
breech is closed, engage with
notches
of
th
e side
pla
tes,
the reby pre
v
enting
the breech-block
being blo\\ n
ba
ck.
The
hammer, which
fi
res
the r t r i d ~ e .
isprovided
with
:l .
slot
d in which takes a stud c2 of
the
breech
block, so
that
be
latte
r may be to some
extent
controlltd by tl"e
J
mo,ement of
the hamme
r . On
the
front end of the main strikiJJg
pin is secured a
sea
r E,
the
book
of
w
hich keE-ps the
hammer
cooked,
and
which is released by a l
ug
at
the
side of
the
t rigger
raising
the front
end of t he
sear
E. Th
e main
spring
is
attached
to the prolongation of the
left
-hand
side
plate by a stu d g. The
ejector
J, which is pivoted
on
a stud i in the r ighthand side
plate, is
operated
by
the
heel of the hammer
striking
a lug
i
at
the back stroke
of
the hammer
(Fig.
2), the upper
arm of t
he
ejector being thereby driven backwards and the spent cart r idge
case removed.
Durin
g the backward str
oke
of the breech-block
a spoon R, which is pivoted to
it, lifts one
of the cartridges and
presents it to th e breech
end
of the
ba
rrel.
The working
of
the
spoon is effected
by
projections
under the
spoon
and
a
stud
pro
jecting from the left-band side
plate.
The tri gger and the
safety
catch are pivoted in
the
stook, and are both controlled by
an
in terv
ening
spring. The movement of the
hammer
is th 1s only
allowed when
the
weapon
is
in
band and read
y for firing,
and
th e
ha
m
mer
is
automaticall
y
brought back and th
e breech opened
after every shot. (.A ccep
ted
July 12, 1893).
GAS, &c.,
ENGINES.
16,245.
0 .
svaethe, Gera, Reuss, Germany. Hot-Atr
Motor. [3 F t{l8.] September 10, 1892.-Tbis invention relates
to
a bot-air
motor, and
consists in
const
ru
cting the uppe
r part
a,
or oute
r
end,
of t
he
bot-air
cy
linder, with
ribs
b projecting
from
c
' .
.......,_,._...
it to
cause
a
radiation
of the
he
at from that part of the cylinder,
instead of employing a
cu
rrent of
ai
r or water. The upper part
of
the
hot-air cy
lwder
is
thus
kept cool, the
ai
r also being drawn
from it
and
cooled by
the
cold-air
cylinder c. (.Accepted J uly
12,
1893).
MACHINE
TOOLS,
SHAFTJNG, &c.
15,791. J . C.
Calastreme,
London. Lubricators.
[8
.Figs.] Sep tember 2, 1 92.-Tbis
im
ention
r
elates
to
sight
feed
lubri
cato1s. The oil
chambe
r a
is su
rmounted with a
tubu
lar
piece
to
accommodate steam and
delivery
pip
es
and
couplings.
In
to this piece steam ia admitted by the in l
et
passage bl which
conducts it through a shor t passage c
in t
o a vertical hole d
in
the wall of the oil
chambe
r
and
lea
diog
to
the
bottom of
it, this
hole extending partly around
the chamber.
Th
e
passage lJI
ie
1 NG
t
N E E R I NG.
also in connection by means of a
shor
t channt:l e.\\ ith
a
cha Dber
f at the t
op
of
the
i ~ t h t - f e e d gbsso, thr
ough
wh1ch
the
lubr1can.t
passes after deli
ve
ry from
the
nipple h at
the
top of
the 011
chambe
r,
and
from which it ri
ses
in
to an outlet
steam c
hann
el
a.nd thence into the
part
to
be oiled. A ball valve is.
introdu
ced
into
the
channel
e.
connecting
th e steam
passage
bl w1th the hol e
t
tl
4
~ Z
d. The oil chamber is
supplied
with oil
through an
opening a2
which is closed by a screw plug,
an
d
with
a
tap m.
through which
t
he contents ca
n be
drawn
off,
the
oil passage from
the chambe
r
being fitted
with
a
va
lve to re
gulate
t
he quanti t
y of oil
delive
rcd
to the
nipple
h. (A
ccepted J
uly 12, 1893).
6555. L. Warfield,
Detroit,
Wayne, Michigan,
U.S.A.
Communicating
Rotary Motion . [7
F igs.]
March 28,
1893.-This inHntion
relates means for
communicat
ing motion, especially
to
the
axles
of locomotives, &c., which
a.re
actuated bymotorscar
ried upon
the
vehicle
or its
axles
or
t r
ucks.
The central cavity of the casing
contains
a
universal
joint by
which the casing is
secured
to the s
haft
B which passes into it.
The c&siog is pro,ided with hollow
trun
nions
E3, the
opening
being consider&bly
lar
ger
than the di
ameter of
the
shaft , so as to
permit the latter
to move
fr
eely for
the
des
ired
dista.nee.
Th
e
mitred gearwheel F is formed with the casing ; Q is a
framing
secured to the trunnions
E3
of
the
casing,
and
car rying
bea
r
..
.
...