Discussion of “Direct Solutions for Uniform Flow Parameters of Wide Rectangular and Triangular Sections” by Ahmed A. Lamri, Said M. Easa, Mohamed T. Bouziane, Mohammad Bijankhan, and Yan-Cheng Han
Author:
Affiliation:
1. 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. ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering
Link
https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29IR.1943-4774.0001731
Reference4 articles.
1. Normal‐Depth Equations for Irrigation Canals
2. Thijsse J. T. 1949. “Formulae for the friction head loss along conduit walls under turbulent flow.” In Proc. 3rd Meeting on Int. Association for Hydraulic Structures Research. Grenoble France: International Association for Hydraulic Structures Research.
3. Approximate Analytical Solutions for the Colebrook Equation
4. Closure to “Approximate Analytical Solutions for the Colebrook Equation” by Ali R. Vatankhah
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