One-Dimensional Numerical Model for Nonuniform Sediment Transport under Unsteady Flows in Channel Networks-Reference-Cited by-同舟云学术

One-Dimensional Numerical Model for Nonuniform Sediment Transport under Unsteady Flows in Channel Networks

Published:2004-09 Issue:9 Volume:130 Page:914-923
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Wu Weiming¹,Vieira Dalmo A.²,Wang Sam S. Y.³

Affiliation:

1. Research Assistant Professor, National Center for Computational Hydroscience and Engineering (NCCHE), The Univ. of Mississippi, University, MS 38677.

2. Research Associate, NCCHE, The Univ. of Mississippi, University, MS 38677.

3. F.A.P. Barnard Distinguished Professor and Director, NCCHE, The Univ. of Mississippi, University, MS 38677.

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%290733-9429%282004%29130%3A9%28914%29

Reference44 articles.

1. Sediment transport: A new approach and analysis.;Ackers P.;J. Hydraul. Div., Am. Soc. Civ. Eng.,1973

2. A one-dimensional model for the transport of a sediment mixture in non-equilibrium conditions

3. Arulanandan K. Gillogley E. and Tully R. (1980). “Development of a quantitative method to predict critical shear stress and rate of erosion of naturally undisturbed cohesive soils.” Rep. GL-80-5 U.S. Army Engineers Waterway Experiment Station Vicksburg Miss.

4. Ashida K. and Michiue M. (1971). “An investigation of river bed degradation downstream of a dam.” Proc. 14th Congress of the IAHR Paris 3 247–256.

5. Nonequilibrium Bedload Transport by Steady Flows

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