Stability and Erosion in Grassed Channels
Author:
Affiliation:
1. Assistant Professor, University of Tarbiat Modares, Tehran, P.O. 14155-4838, Iran.
2. Professor, Department of Civil Engineering, University of Waterloo, Waterloo, Ontario, Canada N2L 3G1.
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%282002%29128%3A1%2840%29
Reference36 articles.
1. Friction factors in open channels.;ASCE Task Force;J. Hydraul. Div., Am. Soc. Civ. Eng.,1963
2. Grass roots approach to spillways.;Birchall J.;Eng. News-Rec.,1986
3. Cox M. B. and Palmer V. J. (1948). “Results of tests on vegetated waterways and method of field application.” Oklahoma Agriculture Experiment Station Misc. Pub. No. MP-12 1–43.
4. Eastgate W. I. (1966). “Vegetated stabilization of grasses waterways and bywashes.” M.E.Sc. thesis Department of Civil Engineering University of Queensland St. Lucia Queensland Australia.
5. Hydraulic Resistance Relationships for Surface Flows in Vegetated Channels
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