A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Derivation of equations for water surface profile for channels of constant width which receive their inflow uniformly throughout their length; experimental measurements verifying theory; approximate value of friction factor for channels used in water and sewage treatment plants; application to constant width flumes; critical depth; cross sections other than rectangular. (See also n 2 Feb 1939 p 217-28, n 5 May 1939 p 911-20)
Derivation of equations for water surface profile for channels of constant width which receive their inflow uniformly throughout their length; experimental measurements verifying theory; approximate value of friction factor for channels used in water and sewage treatment plants; application to constant width flumes; critical depth; cross sections other than rectangular. (See also n 2 Feb 1939 p 217-28, n 5 May 1939 p 911-20)
Lateral spillway channels
Am Soc Civ Engrs -- Proc
Camp, T.R. (author)
1939
6 pages
Article (Journal)
English
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| ASCE | 2021
| Engineering Index Backfile | 1940
| Engineering Index Backfile | 1940
Quebra Queixo hydropower project's lateral spillway
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