A platform for research: civil engineering, architecture and urbanism
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 (author) / Rouvé, Gerhard (author)
Journal of the Hydraulics Division ; 101 ; 385-401
2021-01-01
171975-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Erratum for “Discharge over Polygonal Weirs”
ASCE | 2021
|Flow over quadratic weirs and over weirs with discharge proportional to head
Engineering Index Backfile | 1944
|Constancy of Discharge over Sharp Crested Weirs
Engineering Index Backfile | 1930
|Determination of discharge over weirs by electrolytic tank
Engineering Index Backfile | 1958
|Flow discharge computation over compound sharp-crested side weirs
Taylor & Francis Verlag | 2017
|