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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10]
Niagara Falls 1 00,000 Hp. Development
Details of the I. P. Morris Unit
Vertical Shaft Single Runner Turbine—Draft
Tube Is of the New Spreading Tube Type
—Governor Regulation
By Lewis F. Moody
Assistant to vice president and consulting engineer William
Cramp & Sons S. & E. B. Company, Philadelphia, Pa.
TWO of the three turbine units in this installation
were furnished by the I. P. Morris Department of
The William Cramp & Sons Ship & Engine Building
Co. These units involve in their design the most recent
developments in this field of engineering, and include
a number of interesting departures from previous
practice. Every effort has been made by the builders
of the turbines to provide the greatest possible reliabil-
ity in operation and maximum obtainable efficiency.
The turbines are of the vertical shaft single-runner
type, having cast-iron volute casings imbedded in the
concrete of the power-house substructure. They oper-
ate at 150 r.p.m., and are designed to develop maximum
efficiency when operated under an effective head of
213.5 ft. and discharging 1,500 sec.-ft. of water.
Taking up first the hydraulic features, it may be
noted that the engineers of the power company work-
ing in co-operation with the engineers of the turbine
builder have exercised every care to provide an efficient
water passage from the point of entrance from the
forebay into the penstock to the final point of discharge
to the draft tubes into the tailrace. Preliminary tests
have shown a very small loss of head in the penstocks,
and indicate that excellent hydraulic conditions have
been secured at all points in the water passage.
Before entering the turbine the water passes through
a large Johnson valve. In passing through this valve
the velocity of the water is gradually increased, the
penstock diameter being reduced at the outlet of the
valve to a value equal to the diameter of the inlet to
the turbine casing so that the velocity of discharge
from the Johnson valve is maintained at a constant
value between the valve and the turbine. Owing to
the construction of the turbine casing of cast iron, it
has been possible to preserve smooth surface contours
for the internal surfaces of the casing and to avoid all
local disturbances in the flow due to abrupt changes
of direction or irregular surfaces.
The diameter of the intake to the turbine casing is
10 ft. 6 in., involving a velocity of 17.3 ft. per sec.
and a velocity head of 4.66 ft., which represents 2.18
per cent of the effective head of the turbine. The
casing is designed for a gradual acceleration of velocity
as the water passes around the volute. The casing
is stayed across the distributor by ten curved vanes
cast integrally in a cast-steel speed ring forming a
part separate from the casing and built in halves. The
vanes of the speed ring line up with alternate guide
vanes, when the guide vanes are in the normal gate
position corresponding to maximum efficiency. There
are twenty movable guide vanes or wicket gates.
Spreading Draft Tube
After passing through the runner, the water enters
a straight conical draft tube of cast iron built in sec-
tions. From the lower end of the cast-iron section of
draft tube the remainder of the tube is molded in the
concrete substructure.
The draft tube is of a new type, the “spreading
draft tube.” The design of this tube has been care-
fully calculated and verified by many tests of experi-
mental models both under conditions of smooth
streamline flow in the water entering the tube and
under the actual conditions of flow experienced when
the discharge is received from a runner. In the design
of this tube it has been the object to turn the water
as smoothly as possible along paths of gradual curva-
ture from the vertical to the horizontal direction, and
to preserve symmetry about the turbine axis to a point
where the velocity has been reduced to so low a value
that only a small amount of velocity head remains in
the water. Care has been taken to maintain a gradual
decrease in the velocity by properly varying the trans-
verse area of the passage at all points in the tube,
in order under all conditions of operation to avoid
the formation of eddies or disturbances at any point
in the stream.
In many earlier installations under high and medium
heads, particularly those involving long penstocks, the
use of elbows in the draft tubes has resulted in severe
vibration of the water column in the penstock and
turbine. This vibration is believed to be due to the
formation and breaking down of eddies in the draft
tube. Another advantage of the form of tube used is
the ability of such a draft tube to regain the energy
of whirling components of velocity in the water leav-
ing the runner. This property of the tube is of value
in increasing the efficiency under part-gate and over-
gate conditions, and in increasing the margin of power
beyond the point of maximum efficiency of the turbine.
Preliminary tests of the turbine indicate that both of
these advantages have been realized, and in actual oper-
ation the unit is remarkably free from vibration of
any kind at all gate openings.
Cast-Iron Runners and Casing
The turbine runners are of cast iron, each one being
in one piece. The runners are 10 ft. 6 in. in diameter
in inflow. The specific speed of the runners is 158
metric or 35.5 in the foot-pound system. The throat
of the runner or the diameter inside of the band is
9 ft. 10J in. At normal discharge the corrected veloc-
ity of the water leaving the runner and entering the
draft tube is 21.3 ft. per sec., corresponding to a veloc-
ity head of 7.0 ft., or 3.3 per cent of the effective
head on the turbine.
Although the most valuable feature of the new draft
tube is probably the elimination of vibration just
mentioned, it is also estimated that this tube will
improve the efficiency over that which could be obtained
with tubes containing elbows by from 0.3 per cent to
0.4 per cent in the efficiency of the entire turbine under
conditions if normal gate operation. The same type
of draft tube when applied to turbines of high specific
speed would, of course, be capable of producing much
greater increases in efficiency than is possible in these
turbines, which are of moderate specific speed. The
final discharge velocity from the draft tube at normal
gate is approximately 5 ft. per sec., corresponding to a
velocity head of 0.175 per cent of the effective head
on the turbine.
The turbine casing is of cast iron built in six sec-
tions. The use of a cast-iron casing, although involving
a somewhat increased cost as compared to the use of
plate steel, furnishes a superior design in the follow-
ing respects: The casing is absolutely rigid and can
be imbedded in the concrete so as to form a part
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