Discharge coefficient of a rectangular sharp-edged broad-crested weir

This paper is concerned with the determination of the relationship for the calculation of the discharge coefficient at free overflow over a rectangular sharp-edged broad-crested weir without lateral contraction. The determination was made on the basis of new measurement in a range of the relative th...

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Bibliographic Details
Main Authors: Zachoval Zbyněk, Knéblová Michaela, Roušar Ladislav, Rumann Ján, Šulc Jan
Format: Article
Language:English
Published: Sciendo 2014-06-01
Series:Journal of Hydrology and Hydromechanics
Subjects:
Online Access:https://doi.org/10.2478/johh-2014-0014

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