TECHNICAL NOTES
Jan 15, 2010

Influence of Vertical Resolution and Nonequilibrium Model on Three-Dimensional Calculations of Flow and Sediment Transport

Publication: Journal of Hydraulic Engineering
Volume 136, Issue 2

Abstract

This note, using a three-dimensional model of river flow and sediment transport, examines the effect of the vertical resolution and the choice a nonequilibrium adaptation length Ls in predicting flow and sediment transport around groins in China’s Yongding River. The results show that a fine vertical grid and nonequilibrium sediment transport model provide good predictions, especially on the river bed profile with an obvious main channel and flood plain.

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Acknowledgments

The research work is supported by the National Science Foundation of China (Grant No. UNSPECIFIED10872110) and Water Project (Grant No. UNSPECIFIED2008ZX07209-002), Beijing, China. Thanks to Mr. Roger Olesen, associated editor and anonymous reviewers’ suggestion and to polish English of the paper.

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Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 136Issue 2February 2010
Pages: 122 - 128

History

Received: Oct 28, 2006
Accepted: Jul 8, 2009
Published online: Jan 15, 2010
Published in print: Feb 2010

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Authors

Affiliations

Hongwei Fang [email protected]
Professor, Dept. of Hydraulic Engineering, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author). E-mail: [email protected]
Guojian He
Doctor, Dept. of Hydraulic Engineering, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, China.
Lixu Wang
Research Engineer, Beijing Institute of Hydraulic Research, Beijing 100044, China.

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