Comparison of Settling-Velocity-Based Formulas for Threshold of Sediment Motion
Author:
Affiliation:
1. Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore, Singapore 639798. E-mail: cnscheng@ntu.edu.sg
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%282008%29134%3A8%281136%29
Reference22 articles.
1. The nature of saltation and of ‘bed-load’ transport in water
2. A model for the entrainment and transport of sediment grains of mixed sizes, shapes, and densities
3. Simplified Settling Velocity Formula for Sediment Particle
4. Influence of shear stress fluctuation on bed particle mobility
5. Cheng N. S. (2008). “Formulas for friction factor in transitional regimes.” J. Hydraul. Eng.JHEND80733-9429 in press.
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