Sediment Entrainment Probability and Threshold of Sediment Suspension: Exponential-Based Approach-Reference-Cited by-同舟云学术

Sediment Entrainment Probability and Threshold of Sediment Suspension: Exponential-Based Approach

Published:2013-10 Issue:10 Volume:139 Page:1099-1106
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Bose Sujit K.¹,Dey Subhasish²

Affiliation:

1. Visiting Fellow, Center for Theoretical Studies, Indian Institute of Technology, Kharagpur 721302, West Bengal, India.

2. Professor and Head, Dept. of Civil Engineering, Indian Institute of Technology, Kharagpur 721302, West Bengal, India (corresponding author).

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.1943-7900.0000763

Reference43 articles.

1. Aksoy S. (1973). “Fluid forces acting on a sphere near a solid boundary.” Proc. Fifteenth Congress International Association for Hydraulic Research Vol. 1 State Hydraulic Works of Turkey Istanbul Turkey 217–224.

2. Apperley L. W. (1968). “Effect of turbulence on sediment entrainment.” Ph.D. thesis Univ. of Auckland Auckland New Zealand.

3. Sediment transportation mechanics: Initiation of motion;ASCE Task Committee of the Journal of Hydraulics Division;J. Hydraul. Div.,1966

4. Bagnold R. A. (1966). “An approach to the sediment transport problem from general physics.” Geological Survey Professional Paper 422-I Washington DC.

5. Fluid forces on a body in shear-flow; experimental use of ‘stationary flow'

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