End Depth in Circular Channels
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%290733-9429%281998%29124%3A8%28856%29
Reference33 articles.
1. Free-Vortex Theory Applied to Free Overfalls
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. Friction Factors in Open Channels: Progress Report of the Task Force on Friction Factors in Open Channels of the Committee on Hydromechanics of the Hydraulics Division
4. Chow V. T. (1959). Open channel hydraulics . McGraw-Hill Inc. New York N.Y.
5. Chow W. L. and Han T. (1979). “Inviscid solution for the problem of the free overfall.” J. Appl. Mech. 46(Mar.) 1–5.
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