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Scientific American · October 29th, 1904
· pp. 297-298.
With the opening of the Rapid Transit Subway, New York
City is placed in possession of what is undoubtedly the most complete
and up-to-date system of rapid transit to be found in any part of the
world. This is due to the fact that it was planned on an ambitious
scale, that the engineers were not hampered by any exacting
considerations of economy, and that being the latest of the great
subway systems to be opened, it has the advantage of the experience
that has been gained in London, Budapest, Paris. and Berlin.
To the Scientific American, the auspicious
inauguration of this great work is peculiarly gratifying; for from the
time that the present plans took practical shape, this journal has
been a most earnest advocate of the construction of just such a road
as has now been opened. There is also a sentimental interest attaching
to the event, in the fact that the very first attempt at the
construction of an underground system, and the plans therefor, were
due to the initiative of one the Editors and proprietors of this
journal. Indeed, several hundred feet of subway was constructed and
still exists below Broadway at City Hall Park. That early effort, made
in the year 1870, was doomed to failure, mainly because the electric
motor had not yet made its appearance, and the public was not educated
up to the advantages of subway travel.
On an occasion like the present, with the road actually
completed and in successful operation, we are apt to accept the result
with but little consideration of the vast amount of patience,
technical skill, far-sighted prescience, and unbounded faith, that
were necessary on the part of the sponsors of this great engineering
and financial undertaking. Acknowledgments are certainly due to the
members of the Rapid Transit Commission, with Alexander E. Orr at
their head, for the large amount or time that they have given,
entirely without compensation, to serving the best interests of the
city; to William Barclay Parsons, the Chief Engineer of the
Commission, and his staff of assistants, for having shown such good
judgment in the planning and carrying out of this great piece of
engineering work under conditions that were extremely trying, and in
many cases entirely without precedent in their profession; to John
B. MacDonald, who provided the plant and vast organization for the
execution of the work, and has redeemed his pledge to complete this
$35,000,000 contract practically within the contract time; and
finally, to August Belmont and his associates, who, at a time when the
Rapid Transit commissioners were very doubtful as to whether they
could secure a bidder with the courage and the resources necessary for
such a great and comparatively untried piece of work, stepped into the
breach, and provided the vast sums of money that were called for.
It is gratifying to know that at the very time when these
twenty-one miles of additional transit facilities are being opened to
the public, the Rapid Transit Commissioners have elaborate plans made
for further extensions of the system. The growth of New York city,
and the increasing percentage of its inhabitants that use the various
systems of transportation, render necessary further extensions of the
Subway, in order to cope with the steadily increasing volume of
travel. First in order of importance comes the projected line below
Lexington Avenue, which will give to the east side of New York
facilities similar to those enjoyed by the west side. With this should
be named the line beneath Broadway from Forty-second Street to the
Post Office; or if that is not deemed advisable, the line down Seventh
Avenue, intersecting the new Pennsylvania station at Thirty-third
Street. Within two years' time the extension from the City Hall to
the Battery, and under the East River to Flatbush Avenue, Brooklyn,
will be completed; and in anticipation of this work will be begun at
an early date upon the extension of this road by way of Flatbush
Avenue to the Ocean Parkway. With these three extensions under way,
Greater New York should be in a fair way to keep pace with the
increasing traffic of the city for several years to come.
Opening Of The New York Rapid Transit Subway.
On October 27 the Rapid Transit Subway of this city was
formally opened with simple but dignified ceremonies that took place
in the City Hall. Mr. Alexander E. Orr, representing the Rapid Transit
Commission, formally handed over the road to the Mayor, and after a
party of invited guests had made a trip over the system, the sale of
tickets commenced at seven o'clock in the evening, and the citizens of
New York were thus placed in possession of this splendid addition to
its traveling facilities.
In our issue of September 10 we gave an illustrated
description, dealing with the general features of the road, its route,
construction, equipment, and method of operation, and to that article
reference is now made for the fuller details which it is not necessary
to elaborate here.
In no city of the world is there an underground railroad
that can compare in size, capacity, and speed with this. The total
length of the line is 24.7 miles, of which 19 miles is underground and
5.7 miles is carried on an elevated structure. It includes 6.7 miles
of four-track, 7.4 miles of three-track, and 10.6 miles of two-track
road. If we include 5 miles of switches and sidings, there is a total
track mileage of 70 miles. The contract was let four years ago for
$35,000,000, this being the amount necessary for the construction of
the road. The equipment, power station, etc., cost $12,000,000 more,
making the total cost $47,000,000.
There are two classes of service, express and local; the
former using the two inside tracks, and the latter the two outside
tracks of the four-track road. Express trains which will run at a
speed of about 25 miles an hour including stops, are made up of eight
cars, of which five are motor cars. The local trains, which will have
a speed of about 16 miles an hour, including stops, are made up of six
cars, four of which are motor cars. The motor cars carry two
200-horse-power motors each, or 400 to the car, or 2,000 for the
express trains. On tangents the expresses will attain a maximum speed
of about 50 miles an hour. Special precaution has been taken to
safeguard the passengers. The wooden cars have steel underbodies, and
these will gradually be replaced by all-steel cars, built with a view
to rendering them both fireproof and collision proof, the cars being
of a modified vestibuled type, with special construction at the ends
to prevent telescoping. A block signal system, which includes the
latest refinements in the way of automatic stops at the signals,
absolutely preventing a train running into a block when the signals
are against it, has been installed, and it is likely that the enviable
record of the elevated roads in respect or the small number of
accidents, will be surpassed on the Subway system.
Bottom view of one of the New All-Steel Cars.
The present article is devoted more particularly to the
great power station, which has been built at Fifty-ninth Street and
the North River, the spot being chosen for its central location with
regard to the distribution of the current, and because of the
facilities afforded for water transportation, and transportation by
rail on the New York Central Railroad tracks, which run past the power
house. The building occupies an entire block, and measures 200 feet in
width by 694 feet in length. It is divided longitudinally by a central
wall into two portions. The northern half, 117 feet in width, is known
as the operating room, while the southerly half, 83 feet in width, is
the boiler house. As will be seen from our accompanying sectional
drawing, the operating room or engine house is built with galleries
extending the whole length on each side, those on the northerly side
containing the electrical apparatus, those on the southerly side being
occupied chiefly by the steam-pipe equipment. When the plant is
entirely completed, it will contain six sections. Each section, with
the exception of the turbine section, consists of twelve boilers, two
engines, each connected to a 5,000-kilowatt alternator, together with
the necessary condensing and boiler feed equipment, and a chimney,
there being six chimneys in all. A novelty in respect of the last
named is that they are carried on the steel structure of the building,
upon a platform at an elevation of 76 feet above the basement
floor. The supporting columns for carrying the chimneys form part of
the regular system of columns of the boiler house. The top of each
chimney is 225 feet above the gratebars, or 162 feet above the top of
the supporting platform, and each weighs 1,200 tons. The obvious
advantage of this arrangement is that the brick portion of the chimney
extends only from about the level of the roof upward, the interior of
the, boiler house being thus entirely free from brickwork, and the
space thus saved is available for boilers. This enables the line of
boilers to extend continuously through the whole length of the house,
and preserves the general symmetry of the installation. Above the
boiler house, extending the full length thereof, is a coal bunker
capable of holding 18,000 tons of coal. Immediately below the
bunkers, and all on the same floor, are the boiler economizers, and
below these again are the boilers, which are arranged in two long
lines confronting each other, with a central platform between them,
from which they are fired. The ashes are dumped by gravity into
hoppers, which deliver them to small ash dump cars running on tracks
in the basement. The cars are drawn out by a small electric locomotive
to the waterfront, where they are dumped into a 1,000-ton bin, to be
subsequently disposed of by barge or otherwise.
Sectional view of the subway power station.
The coal is brought in barges or vessels to a pier on the
water front, where it is unloaded by coal-unloading towers, crushed,
weighed, and carried by belt conveyors to a system of 30-inch
elevating belt-conveyors, by which it is elevated to the top of the
boiler house and delivered to a system of 20-inch, horizontal
belt-conveyors, for even distribution throughout the bunkers.
The boiler room will ultimately contain seventy-two
Babcock & Wilcox boilers, with an aggregate heating surface of 432,576
square feet. They will operate at a working steam pressure of 225
pounds to the square inch. It is ultimately intended to apply
superheaters to the whole boiler plant, but before doing so a trial is
being made of two well-known makes or superheaters built in this
country. Special attention has been paid to the design of the steam
piping, and all fittings are made somewhat heavier than is customary
in ordinary practice, and they are all of special design. The line and
bent pipe is of wrought iron, with loose flanges made of wrought steel
rolled at the Krupp works. The engine equipment when all is completed
will consist of eleven 7,500-horse-power Allis-Chalmers engines of the
same general type as those installed in the 76th Street power station
of the elevated road of this city, which have already been described
in this journal. As these are capable of working at overload up to
11,000 or 12,000 horse-power, the total horse-power of the plant for
traction purposes alone will aggregate say 121,000 horse-power. To
this must be added four steam turbines used for electric lighting and
two exciter engines, which would bring up the total horsepower for
this station to a maximum capacity, when pushed to the utmost, of
132,000.
The main engines are each made up of two component
compound engines, driving a common staff, upon which is carried the
5,000-kilowatt generator. The high-pressure cylinders are placed
horizontally and the low pressure vertically, each pair connecting to
a common crankpin. The high-pressure cylinders are 42 inches in
diameter, the low-pressure 86 inches in diameter, and the common
stroke is 60 inches. This is for each cylinder, as compared with the
Manhattan engines, a reduction in diameter of 2 inches, the stroke
being the same and the revolutions per minute, 75, being also
similar. The steam pressure of the Rapid Transit Subway engines is 175
pounds, as against 150 pounds for the earlier engines. The
low-pressure and the high-pressure piston rods are both 10 inches in
diameter, and the crankpin is 20 inches in diameter, an increase of 2
inches over the dimensions of the Manhattan engines. The low-pressure
valves are single-ported Corliss, and the high-pressure valves are of
the poppet type. At the journals the shaft is 34 inches in diameter,
and the length of the journals is 60 inches.
One of the Engines, Showing the Barometric Condensers.
The guarantees of the engines specify that they must be
capable of operating continuously, when indicating 11,000 horse-power,
without producing abnormal wear, jar, noise, or other objectionable
results. They are to he so proportioned that if desired they can be
operated with a steam pressure at the throttle of 200 pounds above
atmospheric pressure. They must also operate successfully under 175
pounds pressure, should the temperature of the steam be maintained at
the throttle at from 450 to 500 degrees. Finally, the engine must not
require more than 12.25 pounds of dry steam per indicated horse-power
per hour when indicating 7,500 horse-power at 75 revolutions per
minute, with a vacuum of 26 inches at the low-pressure cylinders, with
a steam pressure at the throttle of 175 pounds, and with saturated
steam at the normal temperature due to its pressure.
The turbo-generators for electric lighting consist of
four Westinghouse-Parsons multiple-expansion, parallel-flow turbines,
each consisting of two turbines arranged in tandem-compound. The
alternators will run at a speed of 1,200 revolutions per minute, and
produce current at a pressure of 11,000 volts. Each unit will have a
normal output of 1,700 horse-power, and it is guaranteed to operate
under 450 degrees of superheat. The guarantee under a full load of
1,250 kilowatts is 13.8 pounds per electrical horse-power hour, which,
it will be seen, is considerably lower than the guarantee for the
reciprocating engines. There are also two exciter engines of the
compound type, direct-connected to 250 kilowatt generators.
In view of the fact that the efficiency of the engines
depends so largely on the vacuum, particular care was given to the
design of the condensing plant. Each engine is supplied with two
Alberger barometric condensing chambers, each attached as closely as
possible to its respective low-pressure cylinder. The circulating
pumps are vertical, cross-compound, Corliss engines. Their foundations
are on the basement floor; but their steam cylinders are above the
engine floor and are, therefore, under the eye of the engineer. The
normal capacity of each pump is 10,000,000 gallons per day; therefore,
the total pumping capacity of the station is 120,000,000 gallons per
day.
The Great Subway Power Station, with Five of the
Eleven Engines and Generators In Place. Ultimate Capacity, 132,000
Horse Power.
The 5,000-kilowatt alternators, like the engines, closely
resemble those of the Manhattan Railway Company. They deliver
25-cycle alternating three-phase current at a pressure of 11,000
volts. The revolving part is 32 feet in diameter, and it weighs
332,000 pounds. The machines stand 42 feet in height, and the total
weight of each is 889,000 pounds. The revolving parts have been
constructed with a view to securing ample ability to resist the
centrifugal forces which would be set up should the engines, through
some accident, run away. The hub of the revolving field is of cast
steel, and the rim is connected to the hub by two huge disks of rolled
steel. The alternators have forty field poles, and they operate at 75
revolutions per minute. Field magnets form the periphery of the
revolving field, the poles and rim of which are built up of steel
plates, dovetailed to the driving spider. The armature is carried
outside of the field and is stationary.
Current is delivered at 11,000 volts to eight
substations, where it is transformed and converted to direct current
at a potential of 625 volts, at which it is delivered to the third or
contact rails. As explained in our article of September 10, the third
rail is protected by a lateral and overhead shield, which should prove
fully effective in safeguarding the workmen or passengers from injury.
We take this opportunity to express our indebtedness to
Mr. George S. Rice, the Chief Assistant Engineer of the Rapid Transit
Commission. for his invariable courtesy and assistance. in the
preparation of the many articles that we have published during the
construction of the Subway.
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