Applicability of Sediment Transport Capacity Formulas to Dam-Break Flows over Movable Beds

Author:

El Kadi Abderrezzak Kamal12,Paquier André12

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

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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