EDR in Circular Channels
Author:
Affiliation:
1. Asst. Prof., Dept. of Civ. Engrg., Indian Inst. of Tech., Kharagpur 721302, West Bengal, India. E-mail: sdey@civil.iitkgp.ernet.in
Publisher
American Society of Civil Engineers (ASCE)
Subject
Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9437%282001%29127%3A2%28110%29
Reference15 articles.
1. General End-Depth–Discharge Relationship at Free Overfall in Trapezoidal Channel
2. Anderson M. V. ( 1967). “Non-uniform flow in front of a free overfall.” Acta Polytech. Scand. Civ. Engrg. and Construction Series 42 1–24.
3. Clarke N. S. ( 1965). “On two-dimensional inviscid flow in a waterfall.” J. Fluid Mech. Cambridge 22 359–369.
4. Dey S. ( 1998a). . “Free overfall in rough rectangular channels: A computational approach.” Proc. Instn. Civ. Engrs. Water Maritime and Energy London 130(Mar.) 51–54.
5. End Depth in Circular Channels
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