Role of suspended-sediment particle size in modifying velocity profiles in open channel flows

Author:

Cao Zhixian1,Egashira Shinji2,Carling Paul A.3

Affiliation:

1. Department of Civil and Offshore Engineering; Heriot-Watt University; Edinburgh UK

2. College of Science and Engineering; Ritsumeikan University; Shiga Japan

3. Department of Geography; University of Southampton; Southampton UK

Publisher

American Geophysical Union (AGU)

Subject

Water Science and Technology

Reference62 articles.

1. Turbulence modeling of surface water flow and transport, part I-IV;ASCE Task Committee on Turbulence Models in Hydraulic Computations;J. Hydraul. Eng.,1988

2. Motion of suspended particles in a turbulent flow (in Russian);Barenblatt;Prikl. Mat. Mekh.,1953

3. Motion of suspended particles in a turbulent flow occupying a half-space or plane channel of finite depth (in Russian);Barenblatt;Prikl. Mat. Mekh.,1955

4. Barton , J. R. P. N. Lin A study of the sediment transport in alluvial streams Dep. Civ. Eng., Colo. A & M Coll. Fort Collins 1955

5. Fluid and sediment dynamics of upper-stage plane beds;Bennett;J. Geophys. Res.,1998

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