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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6 PARSONS ON NEW YORK RAPID-TRANSIT SUBWAY. [Minutes of
convenient to treat them as one, together with additions and
extensions made during their construction.
Topography and Geology.
The portions of the City of New York whose topography and
geology have a direct bearing upon the construction of the subways
described in this Paper are chiefly the central part of Manhattan
Island, adhering closely to the divide of the watersheds of the
Hudson and East Rivers; the Harlem River, at a point midway
in its length, a distance of about 1 mile on the north bank; the
bottom of the East River, opposite the southern part of Man-
hattan Island; and a line 14 mile long traversing a part of the
Borough of Brooklyn. The upper portion of New York is composed
of gneiss rock which, during the glacial period, was greatly affected
by ice erosion. This rock, found everywhere as a surface outcrop
north of 14th Street, disappears entirely from view south of this
point, the rock surface being inclined downward, and reaching a
measured depth of 170 feet from the surface of the ground, or at
least 140 feet below mean high-tide level, thus forming the low
point of the geological valley just south of Canal Street. The rock
surface then rises on the south side of this valley and approaches
the surface at the lower end of Manhattan Island; then, with a
gradually descending slope, it attains a depth under the East River,
on the line of the subway, of 70 feet and upwards below tide-
level, except for a sharply-defined ridge of rock in the middle of
the river, whose top is only 32 feet below the water-surface at
low tide.
Generally, the strike of the rock is substantially parallel with
the streets running northward, which are usually spoken of as
running north and south, although their true bearing is about
N. 29° E. The dip of the rock from the east towards the west
varies from perpendicular to a slope of about 30° from the hori-
zontal. The quality of the rock not only varies greatly but is
subject to frequent changes, as the mica, the biotite, and the felspars
occur in greatly varying proportions. As regards hardness, about
one-half of the rock was fit to be broken for concrete and was thus
largely used on the work; the balance was so soft as to crumble into
dust, on account of the presence of mica in small flakes.