Open Access  

Downloads

Download data is not yet available.

Abstract

The paper presented a 3D numerical model for calculation of flow and sediment transport in channels. The flow is calculated by solving the Reynolds equation with hydrostatic assumption. Suspended-load is simulated by transport equation while bed-load is calculated using empirical formula. Bed transformation is obtained by solving an overall mass-balance equation. All equations are solved using finite volume method. The model is applied for study of bed deformation of VamNao river in the Mekong delta.

Author's Affiliation
Article Details

Issue: Vol 12 No 18 (2009)
Page No.: 5-11
Published: Dec 15, 2009
Section: Article
DOI: https://doi.org/10.32508/stdj.v12i18.2376

 Copyright Info

Creative Commons License

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
Le, G., & Le, H. (2009). PRELIMINARY RESULT OF DEVELOPMENT OF 3D NUMERICAL MODEL FOR MORPHOLOGICAL PROCESS. Science and Technology Development Journal, 12(18), 5-11. https://doi.org/https://doi.org/10.32508/stdj.v12i18.2376


 Download Citation
 Cited by

Article level Metrics by Paperbuzz/Impactstory
Article level Metrics by Altmetrics

 Article Statistics
HTML = 1437 times
Download PDF   = 612 times
Total   = 612 times