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Tunnel and penstock tests at Chelan Station, Washington
Results of flow tests of concrete-pressure tunnel, 14 ft in diam, nearly 11,000 ft long, also similar tests of steel penstock over 600 ft long, 8.83 ft to 14 ft in diam; entrance losses through gathering tube and trash racks; branch penstock losses; losses from surge tank; variation of Kutter's coefficient of roughness with velocity.
Tunnel and penstock tests at Chelan Station, Washington
Results of flow tests of concrete-pressure tunnel, 14 ft in diam, nearly 11,000 ft long, also similar tests of steel penstock over 600 ft long, 8.83 ft to 14 ft in diam; entrance losses through gathering tube and trash racks; branch penstock losses; losses from surge tank; variation of Kutter's coefficient of roughness with velocity.
Tunnel and penstock tests at Chelan Station, Washington
Am Soc Civ Engrs -- Proc
Fosdick, E.R. (Autor:in)
1935
17 pages
Aufsatz (Zeitschrift)
Englisch
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Tunnel and Penstock Tests at Chelan Station, Washington
ASCE | 2021
|Tunnel and penstock tests at chelan station, Washington
Engineering Index Backfile | 1936
|Engineering Index Backfile | 1941
|Closure of “Merrill on Tunnel and Penstock Tests”
ASCE | 2021
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