Applicability of Sediment Transport Capacity Formulas to Dam-Break Flows over Movable Beds
Author:
Affiliation:
1. Research Engineers, EDF-R&D, LNHE, 6 Quai Watier 78401 Chatou, France (corresponding author).
2. Research Engineers, Cemagref, UR HHLY, 3bis Quai Chauveau-CP220, F-69336 Lyon, France.
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.1943-7900.0000298
Reference64 articles.
1. Bed-Load Transport Equation for Sheet Flow
2. Sediment transport: New approach and analysis;Ackers P.;J. Hydraul. Eng.,1973
3. A one-dimensional model for the transport of a sediment mixture in non-equilibrium conditions
4. Experiments on a gravity-free dispersion of large solid spheres in a Newtonian fluid under shear
5. An approach to the sediment transport problem from general physics;Bagnold R. A.;U.S. Geol. Surv. Prof. Pap.,1966
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