Discharge Characteristics of Weirs of Finite Crest Length-Reference-Cited by-同舟云学术

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Discharge Characteristics of Weirs of Finite Crest Length

Published:2009-12 Issue:12 Volume:135 Page:1081-1085
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Azimi Amir Hossein¹²,Rajaratnam N.¹²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2W2.

2. Emeritus Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2W2 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HY.1943-7900.0000117

Reference18 articles.

1. Pressure momentum theory applied to the broad crested weir;Doeringsfeld H. A.;Trans. ASCE,1941

2. Weirs for flow measurement in open channels, part 1;Engel F. V. A.;Water Water Eng.,1958

3. Discharge characteristics of weirs of finite-crest width

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