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Side-channel spillway design
Modification of basic theory for design of spillways, developed by Hinds is presented; this theory is adapted for use in design of spillways with L-shaped crest; studies show that side-channel spillway with end section can be more accurately designed if effect of unequal velocity distribution is considered; they also indicate that by use of momentum-correction factor, as examined, it is possible to design spillway similar to that at Townshend Dam by analytical methods.
Side-channel spillway design
Modification of basic theory for design of spillways, developed by Hinds is presented; this theory is adapted for use in design of spillways with L-shaped crest; studies show that side-channel spillway with end section can be more accurately designed if effect of unequal velocity distribution is considered; they also indicate that by use of momentum-correction factor, as examined, it is possible to design spillway similar to that at Townshend Dam by analytical methods.
Side-channel spillway design
ASCE -- Proc (J Hydraulics Div)
Farney, H.S. (Autor:in) / Markus, A. (Autor:in)
1962
24 pages
Aufsatz (Zeitschrift)
Englisch
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| ASCE | 2021
Discussion of “Side-Channel Spillway Design”
| ASCE | 2021
Closure to “Side-Channel Spillway Design”
| ASCE | 2021
Discussion of “Side-Channel Spillway Design”
| ASCE | 2021
Discussion of “Side-Channel Spillway Design”
| ASCE | 2021