Discharge coefficient of rectangular sharp-crested side weirs, Part I: Traditional weir equation-Reference-Cited by-同舟云学术

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Discharge coefficient of rectangular sharp-crested side weirs, Part I: Traditional weir equation

Published:2014-03 Issue: Volume:35 Page:109-115
ISSN:0955-5986
Container-title:Flow Measurement and Instrumentation
language:en
Short-container-title:Flow Measurement and Instrumentation

Author:

Bagheri S.,Kabiri-Samani A.R.,Heidarpour M.

Publisher

Elsevier BV

Subject

Electrical and Electronic Engineering,Computer Science Applications,Instrumentation,Modelling and Simulation

Reference39 articles.

1. Models in hydraulic engineering;Novak,1981

2. Open channel flow;Henderson,1966

3. Discharge measurement structures;Bos,1989

4. Discussion of ‘Precise weir measurements’ by E.W. Schoder and K.B. Turner;Rehbock;Trans Am Soc Civil Eng,1929

5. Discharge characteristics of the free overfall;Rouse;Civil Eng ASCE,1936

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