Numerical Simulation of Riverbank Failure in Lower Reaches of Yangtze River
Authors
Kaihua Chen, Yunfeng Xia, Yuncheng Wen, Hua Xu, Xingtong Liu
Corresponding Author
Kaihua Chen
Available Online September 2018.
- 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/).
Cite this article
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 -