Modeling Noncohesive Suspended Sediment Transport in Stream Channels Using an Ensemble-Averaged Conservation Equation
Author:
Affiliation:
1. Senior Divisional Engineer, Dept. of Electricity Development, Ministry of Water Resources, P.O. Box 2507, Kathmandu, Nepal.
2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.
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%282005%29131%3A5%28380%29
Reference38 articles.
1. Bagnold R. A. (1966). “An approach to the sediment transport problem from general physics.” USGS Profl. Paper 422-I United States Department of the Interior Washington D.C.
2. SIMULATION OF SEDIMENT TRANSPORT AND ARMOURING / Simulation des transports solides et de l'armure du lit
3. Simplified Settling Velocity Formula for Sediment Particle
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