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Discharge over Polygonal Weirs
This paper explains the basic knowledge necessary to calculate the capacity of the polygonal weirs. The influence of corners of sharp-crested weirs (with fully aerated nappe) on the discharge is presented, based on experimental results.
Discharge over Polygonal Weirs
This paper explains the basic knowledge necessary to calculate the capacity of the polygonal weirs. The influence of corners of sharp-crested weirs (with fully aerated nappe) on the discharge is presented, based on experimental results.
Discharge over Polygonal Weirs
Indlekofer, Horst (Autor:in) / Rouvé, Gerhard (Autor:in)
Journal of the Hydraulics Division ; 101 ; 385-401
01.01.2021
171975-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Erratum for “Discharge over Polygonal Weirs”
ASCE | 2021
|Flow over quadratic weirs and over weirs with discharge proportional to head
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|Constancy of Discharge over Sharp Crested Weirs
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|Flow discharge computation over compound sharp-crested side weirs
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