Water Surface Profiles along a Rectangular Side Weir in a U-Shaped Channel (Analytical Findings)
Author:
Affiliation:
1. Assistant Professor, Dept. of Irrigation and Reclamation Engineering, Univ. College of Agriculture and Natural Resources, Univ. of Tehran, P.O. Box 4111, Karaj 31587-77871, Iran.
Publisher
American Society of Civil Engineers (ASCE)
Subject
General Environmental Science,Water Science and Technology,Civil and Structural Engineering,Environmental Chemistry
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HE.1943-5584.0000657
Reference23 articles.
1. Discharge Coefficient for Sharp-Crested Side Weir in Subcritical Flow
2. Discharge Coefficient of Lateral Diversion from Trapezoidal Channel
3. THE DISCHARGE CAPACITY OF SIDE WEIRS. HYDRAULICS PAPER NO 13. SYMPOSIUM OF FOUR PAPERS ON SIDE SPILLWAYS.
4. Saggio di teoria del funzionamento degli stramazzi laterali;De Marchi G.;L’Energia Elettrica,1934
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