The New York Rapid-transit Subway
Forfatter: Willialm Barclay Parsons
År: 1908
Forlag: The Institution
Sted: London
Sider: 135
UDK: 624.19
With An Abstract Of The Discussion Upon The Paper.
By Permission of the Council. Excerpt Minutes of Proceedings of The Institute of Civil Engineers. Vol. clxxiii. Session 1907-1908. Part iii
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Proceedings.] DISCUSSION ON NEW YORK SUBWAY.
55
pre-eminently useful—a service such as all engineers would greatly Wolfe Barry,
desire to see in London, if only it were attainable. When he
turned to the details of the work, he found so many things that
might be discussed that he hesitated even to begin to refer to them.
But the Paper would remain as a record of a highly successful and
well-thought-out work, and all the members—at least those of
them who ever saw any more London railway-work would
turn to it for information and guidance hereafter. One point
which struck him peculiarly was the way in whicli the Author had
restricted the width of the subway, by the use of steel. Owing to
the difficulty of constructing shallow railways and subways in streets,
a great advantage was gained when the outside widtli of the
structure could be reduced, because the engineei was then ab e to
leave, outside the walls, spaces for the accommodation of sewers and
gas- and water-pipes, and for fortifying-works for adjoining structures.
Therefore, the Author’s success in making efficient side wal s of 3
width of 2 feet or 2 feet 6 inches instead of 5 feet, as in London,
meant that he had saved a 5-foot strip all along tlie railway,
which was an immense advantage. He could speak from practical
knowledge of the far greater ease there must be in building a
subway of that width, as compared with a subway of the width
adopted in London. When the side walls of the Metropolitan and
Metropolitan District railways were designed, there was not so
much experience of the use of steel for such structural purposes to
guide the engineers, and in that respect the Author had much im-
proved upon older practice. The height of the subway did not ci er
more than about 6 inches from the height of the Metropolitan and
Metropolitan District lines, so that in that feature they were not
dissimilar, and the London lines accommodated the ordinary rol mg
stock of the country. He thought he was right in saying that the
stress the Author had put upon the steel was certainly higher
than was put upon similar work in England, or than engineers
would be allowed by the Board of Trade to put upon it.
He believed it worked out to about 9 tons pei square inch,
which was considerably more than English engineers would be
prepared to adopt. The results of the traffic had been very en-
couraging, and he thought the Author was right in saying that the
great success of the New York system of subways was due largely to
the introduction of the express service. From the financial point of
view lie was quite certain it must have a very important efiect ; and
if on the Metropolitan line in London the same service could be
given to the suburban passengers as was given in New York, the
receipts would be much larger than they were at present. People were