Open Access 
Downloads
Download data is not yet available.
Abstract
This is the application of the model to compute and simulate sediment flow in the littoral of Can Gio. The calculating process is in following order: firstly, applying the flow model to the region until the whole region fluctuates regularly; after that, implementing the transport model coordinately. The results of flow, suspend sediment concentrations are compared with the results of previous researches, and with the real measurament resukts.
Author's Affiliation
Article Details
Issue: Vol 9 No 4 (2006)
Page No.: 31-40
Published: Apr 30, 2006
Section: Article
DOI: https://doi.org/10.32508/stdj.v9i4.2898
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., & Trang, M. (2006). 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, 9(4), 31-40. https://doi.org/https://doi.org/10.32508/stdj.v9i4.2898
Download Citation
Cited by
Article Statistics
HTML = 1042 times
Download PDF = 383 times
Total = 383 times
Download PDF = 383 times
Total = 383 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 1: MATHEMATICAL MODEL , Science and Technology Development Journal: Vol 9 No 2 (2006)
