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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18]
Niagara Falls 100,000 Hp. Development
Units NS 17 & 18 Unit N° 16
Section A" A (Racks Removed)
FIG. 23—CROSS-SECTION OF NEW STATION WITH THREE 37,500-HP. TURBINES AND STATION RATING OF 100,000 HP.
of cast steel and steel plate and is 17 ft. inside diame-
ter through the body of the valve and tapers to 10 ft.
6 in. diameter at the outlet end. The entrance end to
the valve housing is made of steel plate forming a flar-
ing extension of the 15-ft. 6-in. penstock. The length of
the valve is about 24 ft. Throughout the total length,
approximately 24 ft., the area of the water passage is
reduced without abrupt changes or sharp curves and
the stream-line shape of the valve parts renders the
hydraulic losses practically negligible.
Trash Racks and Stone Catcher
The trash racks which run the entire length of the
forebay are composed of 4 x i in. flat steel bars spaced
by cast-iron spreaders 4 in. centers. These racks are
supported by a framework of steel designed with the
assumption that the racks might become clogged and
carry the entire hydrostatic pressure. The steel sup-
ports are designed to carry the entire head with a work-
FIG. 24—-REINFORCEMENT OF SETTING FOR
ALLIS-CHALMERS UNIT
FIG. 25—FOUNDATION SLAB FOR TURBINE SETTING
ing stress of 100 per cent greater than the usual work-
ing stress called for in the ordinary design.
In the bottom of the forebay and in front of the racks
is a long groove running the entire length of the fore-
bay, being 5 ft. deep. It is placed there to act as a stone
catcher. As excavation will be carried on in the canal
for some time after the completion of the station, loose
rocks will be carried down the stream by the swift
current and brought into the forebay. As the water in
the forebay moves at a velocity of about 1J ft. per sec.
they will drop into this groove and not be carried down
the penstock. When this stone catcher becomes filled
the loose rocks will be removed by a grab bucket oper-
ated from the electric crane in the forebay house.
Ice Skimmer and Run
To prevent ice coming into the forebay an ice skim-
mer was built in front of the inlets. This consists of
removable steel plate sections which extend 9 ft. below
the water surface and are hung from the roadway slab
above and braced laterally by steel framing to the con-
crete inlet piers. They will receive considerable press-