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Abstract
In this paper, the flow, the sediment transportation and the bed changes of Tan Chau river are simulated by the 2-D model. This model based on the depth-averaged continuity equation and momentum equation, is composed with the sediment transportation model to simulate the changes of bed in the river. Numerical solution was obtained through calculation the curvilinear coordinate system adapted to the considered region.
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Article Details
Issue: Vol 6 No 9&10 (2003)
Page No.: 15-21
Published: Oct 31, 2003
Section: Article
DOI: https://doi.org/10.32508/stdj.v6i9&10.3356
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Copyright: The Authors. This is an open access article distributed under the terms of the Creative Commons Attribution License CC-BY 4.0., which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
How to Cite
Thi Bay, N. (2003). CALCULATION OF THE SEDIMENT TRANSPORTATION AND THE BED CHANGES OF TAN CHAU RIVER. VNUHCM Journal of Science and Technology Development, 6(9&10), 15-21. https://doi.org/https://doi.org/10.32508/stdj.v6i9&10.3356
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