Open Access 
Downloads
Download data is not yet available.
Abstract
In this part, the authors present some computed results of hydraulic characteristics and spreading pollutants in Thi Vai river network. The method of study is to use the solution of Saint-Venant and dispersion equations (the theorical basic is presented in part 1). The results of computations are compared with the measured data. The results show that there is a suitability to the recent pollution of river system Thi Vai.
Author's Affiliation
Article Details
Issue: Vol 8 No 6 (2005)
Page No.: 86-91
Published: Jun 30, 2005
Section: Article
DOI: https://doi.org/10.32508/stdj.v8i6.3016
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
Thi Bay, N., & Ngoc Tho, Q. (2005). MATHEMATICAL MODEL OF SPREADING POLLUTANTS IN RIVER NETWORK PART 2: APPLICATION FOR SIMULATION OF DISPERSION IN THI VAI RIVER NETWORK. Science and Technology Development Journal, 8(6), 86-91. https://doi.org/https://doi.org/10.32508/stdj.v8i6.3016
Download Citation
Cited by
Article Statistics
HTML = 555 times
Download PDF = 280 times
Total = 280 times
Download PDF = 280 times
Total = 280 times
Most read articles by the same author(s)
- Nguyen Thi Bay, Nguyen Thi Ngoc Tho, MATHEMATICAL MODEL OF SPREADING POLLUTANTS IN RIVER NETWORK. PART 1: MATHEMATICAL MODEL , Science and Technology Development Journal: Vol 8 No 6 (2005)
- Nguyen Thi Bay, CALCULATION OF THE SEDIMENT TRANSPORTATION AND THE BED CHANGES OF TAN CHAU RIVER , Science and Technology Development Journal: Vol 6 No 9&10 (2003)
