Journal of the Boston Society of Civil Engineers, Bind 59Boston Society of Civil Engineers., 1972 |
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Side 195
... station will be built across the existing raw water canal , adjacent to the existing raw water pump station ( Fig . 2 ) . Fig . 2 The existing raw water pump station has a capacity of 7 cms and is located on the north bank of the canal ...
... station will be built across the existing raw water canal , adjacent to the existing raw water pump station ( Fig . 2 ) . Fig . 2 The existing raw water pump station has a capacity of 7 cms and is located on the north bank of the canal ...
Side 196
... station will house 5 pumps , each pump rated at 6.6 cms at a head of 3 meters . Ultimately the station will be expanded to house 12 pumps ( 2 spare ) for a total discharge capacity of 66 cms which , with the existing station , will ...
... station will house 5 pumps , each pump rated at 6.6 cms at a head of 3 meters . Ultimately the station will be expanded to house 12 pumps ( 2 spare ) for a total discharge capacity of 66 cms which , with the existing station , will ...
Side 197
... STATION EXISTING PUMP STATION CANAL TO BANGLUANG RESERVOIR 0 10 20 30 M. Hydraulic Design Considerations At low river flow , a significant portion of the total flow is diverted at Sam Lae . The effect of diverting this flow may be to ...
... STATION EXISTING PUMP STATION CANAL TO BANGLUANG RESERVOIR 0 10 20 30 M. Hydraulic Design Considerations At low river flow , a significant portion of the total flow is diverted at Sam Lae . The effect of diverting this flow may be to ...
Indhold
JANUARY | 1 |
Dispersion Estimates off Nobska Point Using | 28 |
Frank A Marston A Memorial | 40 |
Copyright | |
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