Discharge coefficients for broad-crested weirs of low aspect ratios

A previously developed theoretical analysis of the discharge coefficient for broad-crested weirs is investigated. Experimentally determined discharge coefficients are presented for a broad-crested weir of small crest width in an attempt to verify the theory, and an investigation of the geometry of t...

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Bibliographic Details
Main Author: Anderson, Carl
Other Authors: Civil Engineering
Format: Others
Language:en
Published: Virginia Polytechnic Institute 2016
Subjects:
Online Access:http://hdl.handle.net/10919/70485