Niagara Falls 100.000-Hp. Development
Forfatter: J. Allen Johnson, G.W. Hewitt, W.J. Foster, R.B. Williamson, F.D. Newbury, Louis S. Bernstein, O.D. Dales, W.M. White, Lewis F. Moody, George R. Shepard, John L. Harper
År: 1920
Sider: 46
UDK: 621.209 H Gl. Sm.
DOI: 10.48563/dtu-0000095
Reprinted from Electrical World and Engineering News-Record
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61
Niagara Falls 100,000 Hp. Development
FIG. 5
FOUR OF THE
NIAGARA FALLS POWER
COMPANY’S STATIONS
WHICH ARE TIED
TOGETHER
The upper view shows the
Hydraulic Plant, the right end
of which contains the three new
37,500-hp. generators. Below at
the left Is one of the Niagara
Plants (No. 2). At the right is
the Canadian Niagara Falls sta-
tion. The inset at the bottom is
Station No. 2 of the old Hy-
draulic Power Company.
The new extension of Station No. 3 was built imme-
diately upstream from the existing plant. It consists of
three 154 ft. penstocks opening directly from the canal
through a new forebay and passing through the lime-
stone rock at a general slope of 45 deg. to the power
house built as an extension of the old power house just
above the lower river level. Here are installed three
vertical units of 37,500 hp. each. Along the river side of
the building at the level of the thrust bearing deck of
the generators is the operating gallery.
At the point where the power company takes its
water, the Niagara River is a broad stream, and
the main channel is near the Canadian side. Between
the main channel and the company’s intakes there is a
broad stretch of water intersected with submerged reefs
and ridges and having a depth of from 4 ft. to 14 ft.
(1.2 m. to 4.2 m.) at the mean stage of water elevation.
The stream never freezes solidly over its entire
width, and the outer line of the solid shore ice remains
in approximately the same place from year to year.
One engineering problem involved in the new develop-
ment was to obtain the normal supply of water for the
power plants during the winter period of low tempera-
tures and severe ice conditions. The company’s engi-
neers had studied this problem for twenty years and
were prepared with the proper solution. A deep chan-