Numerical Simulation of Riverbank Failure in Lower Reaches of Yangtze River

DOI

10.2991/iceep-18.2018.129How to use a DOI?

Keywords

riverbank failure, numerical simulation, Yangtze River, mechanism, boundary shear stress method

Abstract

In this paper, in order to solve the problem of riverbank failure in Yangtze River estuary, the reason of the formation of riverbank failure and mechanism at the estuary of the Yangtze River was first analyzed. Then base on the newly derived formula recently by Chen et al, a two-dimensional riverbank failure numerical code was established, and this code was applied to the Minzhu Shoal and Langshan Shoal in the area of the estuary of the Yangtze River. The results show that the simulation results are in good agreement with the measured data.

Copyright

© 2018, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Kaihua Chen
AU  - Yunfeng Xia
AU  - Yuncheng Wen
AU  - Hua Xu
AU  - Xingtong Liu
PY  - 2018/09
DA  - 2018/09
TI  - Numerical Simulation of Riverbank Failure in Lower Reaches of Yangtze River
BT  - Proceedings of the 2018 7th International Conference on Energy and Environmental Protection (ICEEP 2018)
PB  - Atlantis Press
SP  - 741
EP  - 746
SN  - 2352-5401
UR  - https://doi.org/10.2991/iceep-18.2018.129
DO  - 10.2991/iceep-18.2018.129
ID  - Chen2018/09
ER  -