Stcrage prolslcm, 155
--,
averilgc: surface area,
155
-,
cncrgy dcmand, 156
-,
encrgy stored, 155
-,
How duration, 155, 156
-,
hc:i~l ratio, 156
-,
livc storage volume, 155, 156
-,
maximum head. 155
-,
minimum head, 155
-,
peak load, 156
-,
river used to
till
reservoir,
155
-,
storing cycle,
155
-,
topography, 156
St~ring water, 41
Strallo design, 416
-,
a Fischer and Escher Wyss,
424
-,
adjustable runner blades,
324
-,
alterfiator ro:or shrunk.424
-,
axial guide vanes, 424
-,
axial shroud seal, 426
-,
disturbance by tilting, 41 6
-,
tlow deflection, 424
-,
I-Iarza's patent, 424
-,
Illcr, Lech, Sa:ilach, 424
-,
intcrconnccting oil
cylinders,
41
6
-,
linkage to alternator, 41 6
-,
restoring forcc against tilt,
426
-.
runner blade adjustment,
425
-,
sandy water. 425, 426
-,
3hroud seal, 424
-,
s:able axial and radial
support, 426
-,
standstill seal, 426
-,
straflo turbine Weinzodl,
425
-,
tubular turbine with rinl
generator, 424
-,
typical dimensions, 424
-,
water head, 416, 425, 426
Strallo turbine, 417, 428
-,
Annapolis, 417, 418
-,
bep efficiency, 428
-,
fly-wheel moment,
428
-,
governor pressure,
428
-,
guide
vanes.
428
-,
rated voltage, 428
-,
single effect tidal power,
428
-,
single pool scheme, 417
-,
tidal power, 417
Strirflo tiirbinc
~QI-
lidiil
powcr. ;~tiv;~nt:~gcs
433
-,
largcr gcncrator di;imctcr,
443
-,
comp;trison, 443
-,
cffcclivcly coolcd
generator, 443
-,
good accessibility to
generator, 443
-,
limitation to size, 443
-,
one erection pit,
343
-,
stiible regulation, 443
Straight
ndmissioll pipe, 465
Straight cascade, integral
equation of, 209
Streamwisc vorticity past
cascadc, 250
-,
circulation, 250
-,
secondary flow,
250
-,
Stokcs' theorem, 250
Streamwisc vorticity past
radial impeller, 250
-,
from boundary layer, 250
-,
generation, 250
-,
diffuser inlet. 250
Stress calculation of gates, 472
-,
axial bending stress, 472
-,
closed position, 472
-,
deformation, 472
-,
Grand Coolee exemplary
construction, 472
-,
head cover, 472
-,
squeezing, 472
Stroboscope, 359
Submergence, 34
Suction head, 281
-,
accidental scale effects, 293
-,
as function of cavitation
degree, 38
1
-,
back water effect, 293
-,
cavitation index, 293
-,
cavitation index available,
282
-,
cavitation index required,
282
-,
cavitation on pressure face,
281
-,critical point, 280, 282
-,
critical pressure, 282
-,
draft tube, 280
-.
duration of eccentric
operations, 294
-,
economic limitations, 281,
294
-,
efficisncy and power as
function of.
281
-.
elevation
of
critical zo~le,
293
-,
function of specific specd,
28
1
-.
index duc to l'homa, 281
-,
knowlcdgc of hydrograph,
293
-,
limiting undcsir;lble
cavitation, 293
-,
physical scale effects, 293
-,
pressure drop in rotor, 280
-,
prcssurc on tail water level,
280
-,
requircd, 281
-,
revision and repair, 294
-,
safety margin, 282
-,
submergence, 251
-,
sufficient distance from
critical point, 293
-,
unusual operation, 294
-,
working programme, 293
Suction head in
pump-
turbincs, 294
-,
and headwater level, 294
-,
cavitation index available,
294
-,
fluctuatior~s of tail and
headwater level, 294
-,
graph of cavitation index
requircd, 295
-,
operating trapezium, 294
-,
working cycle, 294
Supply, 72
-,
channel, 72
-,
penstock, 72
.
-,
pressure shaft, 72
.
Support of brake stator, 357
Surge relieving device, 72
-,
by-pass outlet, 73
-,
chamber with compressed
air, 73
-,
controlled ventilation, 73
-.
surge tank, 72
-,
swell cutting cam, 73
-,
swell weir, 73
Surge tank, 158, 571
-,
air chambers, 158
-,
assumptions, 571
-,
calculating motion, 158
-,
continuity, 571
-,
crucial events, 572
-,
differential tank, 158
-,
dimensioning, 158
-,
double chamber design, 158
-,
dynamic stability, 158
-,
equation of motion, 571