Study and Application of Tidal River Flow-Sediment Mathematical Model

Article Preview

Abstract:

In this paper, a 2-D tidal river flow-sediment mathematical model is established by irregular triangular element calculation mesh and finite element numerical method. And verification is done through the comparison of measured value and the calculated. The result shows good agreement is obtained.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

372-376

Citation:

Online since:

October 2012

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Dou Guoren, Dong Fengwu, Dou Xiping, Li Dilai. Estuarine and coastal sediment mathematical model research of, Science in China Series A-Mathematics Physics Astronomy, 1995(9).

Google Scholar

[2] Gao Xinzhong. Isoparametric transformation application in limited analysis, Water dynamics research and progress, Ser.A,Vol.6,No.4.1991.12.

Google Scholar

[3] Xia Huayong, Weng Meiqin, Yin Zhongbin. Tide change and overflow suspended sediment transport in phase ii sea reclamation works, Guangxi science, 1997, (4); 285 ~ 297.

Google Scholar

[4] Tan Weiyan. Shallow water dynamics calculation. Beijing: Tsinghua University press,1998.

Google Scholar

[5] Bai Yuchuan, Gu Yuanyan, Xing Huanzheng. Theories of flow-sediment and water Quality mathematical model and its application, Tianjin University press, 2005.

Google Scholar