Discharge over Polygonal Weirs

by Horst Indlekofer, Oberingenieur (Engr. in charge); Inst. for Water Resources Development, Technical Univ., Aachen, Germany,
Gerhard Rouve, (M.ASCE), Prof.; Inst. for Water Resources Development, Technical Univ., Aachen, Germany,


Serial Information: Journal of the Hydraulics Division, 1975, Vol. 101, Issue 3, Pg. 385-401


Document Type: Journal Paper

Errata: (See full record)

Abstract: 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.

Subject Headings: Weirs | Water discharge | Aeration

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