Open Access 
Downloads
Download data is not yet available.
Abstract
The aim of this study is to develop a method of calculation for cohesive sediment transport in the shallow sea basin due to tidal movements. The research is based on the Reynolds equations averaged over depth and the suspension transport equation; the later includes a source function describing the processes of stirring-up and deposition of the sediment. The results of computations for a simple case are verified by an analytic solution. The results obtained from this model is similar to those from the analytic solution.
Author's Affiliation
Article Details
Issue: Vol 9 No 2 (2006)
Page No.: 53-60
Published: Feb 28, 2006
Section: Article
DOI: https://doi.org/10.32508/stdj.v9i2.2883
Copyright Info
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
Bay, N., & Quynh Trang, M. (2006). MATHEMATICAL MODEL OF COHESIVE SEDIMENT TRANSPORT IN THE SHALLOW SEA BASIN PART 1: MATHEMATICAL MODEL. Science and Technology Development Journal, 9(2), 53-60. https://doi.org/https://doi.org/10.32508/stdj.v9i2.2883
Download Citation
Cited by
Article Statistics
HTML = 1069 times
Download PDF = 338 times
Total = 338 times
Download PDF = 338 times
Total = 338 times
Most read articles by the same author(s)
- Nguyen Thi Bay, Mach Quynh Trang, MATHEMATICAL MODEL OF COHESIVE SEDIMENT TRANSPORT IN THE SHALLOW SEA BASIN PART 2: APPLYING TO COMPUTE AND SIMULATE SEDIMENT FLOW IN THE LITTORAL OF CẦN GIỜ , Science and Technology Development Journal: Vol 9 No 4 (2006)
