Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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
Farney, Harold S. (Autor:in) / Markus, Adolfs (Autor:in)
Journal of the Hydraulics Division ; 88 ; 131-154
01.01.2021
241962-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Engineering Index Backfile | 1962
|Discussion of “Side-Channel Spillway Design”
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
|