Simple Methods for Direct Computation of Bed Roughness due to Sediment Transport
Author:
Affiliation:
1. Ph.D. Student, Dept. of Water Resources Engineering, Lund Univ., Box 118, S-221 00 Lund, Sweden (corresponding author).
2. Professor, Dept. of Water Resources Engineering, Lund Univ., Box 118, S-221 00 Lund, Sweden.
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%29HY.1943-7900.0001907
Reference21 articles.
1. Bayram A. B. Camenen and M. Larson. 2003. “Equivalent roughness under sheet flow conditions.” In Proc. Coastal Sediment ’03. Austin TX: East Meets West Productions.
2. Turbulence Modulation and Particle Velocities over Flat Sand Beds at Low Transport Rates
3. Equivalent Roughness Height for Plane Bed under Steady Flow
4. A general formula for non-cohesive bed load sediment transport
5. Accuracy of Equivalent Roughness Height Formulas in Practical Applications
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