General Solution of Conjugate Depth Ratio (Power-Law Channels)
Author:
Affiliation:
1. Associate Professor, Dept. of Irrigation and Reclamation Engineering, Univ. College of Agriculture and Natural Resources, Univ. of Tehran, P.O. Box 4111, Karaj, 3158777871 Tehran, Iran.
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%29IR.1943-4774.0001224
Reference36 articles.
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3. Design of hydraulically efficient power-law channels with freeboard;Anwar A. A.;J. Irrig. Drain. Eng.,2005
4. Hydraulically efficient power-law channels;Anwar A. A.;J. Irrig. Drain. Eng.,2003
5. Argyropoulos P. A. (1961). “The hydraulic jump and effect of turbulence on hydraulic structures: Contribution to the research of the phenomenon.” Proc. 9th Conf. of the Int. Association for Hydraulic Research International Association for Hydraulic Research Dubrovnik Yugoslavia 173–183.
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