A platform for research: civil engineering, architecture and urbanism
July n 7 p 246-253: Hydroelectric plant consists of integral intake and power house with initial installation of eight Kaplan turbines each rated at 114,000 hp under net effective head of 78 ft; turbines are directly connected to generators rated 83,000 KVA at 0.95 power factor. Aug n 8 p 299-304: Description of spillway containing 22 tainter gates; spillway connects through concrete gravity non-overflow section to free draining earthfill embankment; fish ladder at each bank of river.
July n 7 p 246-253: Hydroelectric plant consists of integral intake and power house with initial installation of eight Kaplan turbines each rated at 114,000 hp under net effective head of 78 ft; turbines are directly connected to generators rated 83,000 KVA at 0.95 power factor. Aug n 8 p 299-304: Description of spillway containing 22 tainter gates; spillway connects through concrete gravity non-overflow section to free draining earthfill embankment; fish ladder at each bank of river.
Priest rapids development
Water Power
Schroyer, G.B. (author)
Water Power ; 10
1958
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
SPECIAL REPORT: Wanapum and Priest Rapids - Salmon Passage Efforts at Priest Rapids
Online Contents | 2006
|Priest rapids hydro-electric project
Engineering Index Backfile | 1962
|Salmon Passage Efforts at Priest Rapids
British Library Online Contents | 2006
|Power development at Priest rapids on the Columbia river
Engineering Index Backfile | 1908
|Priest Rapids Spillway Performance and Stability Assessment
TIBKAT | 2019
|