Unified View of Sediment Transport by Currents and Waves. II: Suspended Transport

Author:

van Rijn Leo C.1

Affiliation:

1. Senior Engineer, Delft Hydraulics, P.O. Box 177, Delft 2600 MH, The Netherlands; and, Professor, Univ. of Utrecht, P.O. Box 80115, Utrecht 3508TC, The Netherlands.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference64 articles.

1. Abdel-Fattah S. (1997). “Field measurements of sediment load transport in the Nile River at Sohag.” Technical Rep. Hydraulics Research Institute Delta Barrage Egypt.

2. Auto-suspension of transported sediment; turbidity currents

3. Bagnold R. A. (1966). “An approach to the sediment transport problem from general physics.” Geological Survey Professional Paper 422-I U.S. Geological Survey Reston Va.

4. Longshore transport computations;Bijker E. W.;J. Wtrwy., Harb. and Coast. Engrg. Div.,1971

5. On the performance of a mixed-layer model based on the κ-ε turbulence closure

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