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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Niagara Falls 100,000 Hp. Development
[41
bed of the river. One of the towers so placed was a
full-strain angle tower.
At the substation end of the line three two-circuit
strain towers were used in order to provide for the
proper distribution of the circuits at the substation
FIG. 55—CROSS-SECTION OF TERMINAL BUILDING FROM WHICH
LINES RUN TO ECHOTA
wall. As may be observed the line comprises six three-
phase circuits, each consisting of 500,000-circ.mil
stranded medium-hard-drawn copper. At present two
circuits are used for each 32,500-kva. unit at 12,000
volts, but clearances are provided for 88,000 volts. At
44,000 volts each circuit will have a nominal capacity of
one unit of 32,500 kva., and at 88,000 volts each circuit
will, if necessary, easily handle the output of three such
units, or 97,500 kva. At 88,000 volts, therefore, the
capacity of the six circuits will be 585,000 kva., or,
roughly, 600,000 hp. It is believed that this is by far
the largest capacity for which a transmission line was
ever constructed.
Owing to the fact that this line passes through the
business portion of a busy city, special precautions were
taken to guard against failure. Although the ultimate
strength of each conductor is over 20,000 lb. (9,000 kg.),
they are strung for a maximum tension under worst
conditions of wind and ice of only 6,000 lb. (2,700 kg.).
At strain towers double-strain insulators are used hav-
ing a strength approximately equal to that of the con-
ductor. Short spans, not exceeding 350 ft. (105 m.),
were used as a further contribution toward safety and
stability.
The line is insulated with Jeffrey-Dewitt suspension-
type insulators, two units being used in suspension
strings and three in strain. Each of the insulator units
was tested electrically to flash over at not less than
90,000 volts and also to a mechanical tension of 8,000
lb. (3,600 kg.). On the canal section, because of the
peculiarities of the right-of-way, it was impossible to
avoid a number of small angles, at which points suspen-
sion strings with hold-downs were used.
Insulator clamps, strain yokes and other miscellane-
ous insulator hardware were furnished by the Locke
Insulator Manufacturing Company.
The line is protected against lightning by five over-
head ground wires. On about half the line, where no
corrosive fumes from chemical plants were to be ex-
pected, »-in. (9.6-mm.) galvanized Siemens-Martin steel-
strand was used. For the second half, where the line
passes in close proximity to the chemical plants, j-in.
copper-clad wire was used for this purpose.
At the terminals of the line, at the terminal building
and the Echota substation, the lines are first dead-ended
on steel towers at some distance from the building and
then looped to eye bolts embedded in the building con-
struction, which is especially reinforced to withstand
the tension of the conductors.
The proposal to mount the heavy towers on canti-
levers along the bank of the canal came from R. L. Allen
of the Archbold-Brady Company of Syracuse, to whom
also is due the excellent and pleasing design of the
towers. The company named furnished the towers for
the entire line.
Clearing House for Five Stations
To Handle Output of Installations with Combined Rat-
ing of lf.00,000 Hp. Many New Ideas Have Been
Incorporated—Unit Layout Employed
By J. ALLEN JOHNSON
Electrical engineer Niagara Falls Power Company
WITH the completion of the new develop-
ment and following the consolidation of
the Niagara Falls Power Company, Hy-
draulic Power Company and Cliff Electri-
cal Distributing Company under Hydraulic Power Com-
pany control the Niagara Falls Power Company (con-
solidated) controls five generating stations having a
combined rating of slightly over 400,000 horsepower.
These are as follows:
Hydraulic Plant—Station No. 3 (A.C.) ..... 90,000 H.P.
Hydraulic Plant—Station No. 3 Extension .... 100,000
Niagara Plant—Power House No. 1........... 50,000 “
Niagara Plant—Power House No. 2.......... 60,000
Canadian Plant .......................... 110,000 “
410,000 H.P.
The map Fig. 53, shows tne locations of these stations
and also indicates the network of lines by which they
are tied together and to the distributing center at
Echota.
The Echota substation of the Niagara Falls Power
Company is intended to serve three functions—(1) to
subdivide and distribute the power from the new plant,
(2) to serve as a clearing house for the output of the
five generating stations, aggregating 400,000 hp., and
(3) to act as a future stepdown transformer station.
Inasmuch as the primary function of this station is
to distribute the power of the new plant, it was decided
to preserve the unit arrangement in its construction.
The station was accordingly laid out in units of a
nominal capacity of 32,500 kva. Five of these units
were constructed, three for the new plant and two for
interconnection with other generating stations. A con-
trol building containing the switchboard apparatus was
also erected. The general wiring diagram shows the
arrangement of the main circuits; the physical layout
of the structure is similar to that of the diagram. The
general scheme is that of a main tie bus running length-
wise of the building with the unit lateral buses joining
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