| Issue |
E3S Web Conf.
Volume 233, 2021
2020 2nd International Academic Exchange Conference on Science and Technology Innovation (IAECST 2020)
|
|
|---|---|---|
| Article Number | 03043 | |
| Number of page(s) | 5 | |
| Section | HCCE2020-Hydraulic, Civil and Construction Engineering | |
| DOI | https://doi.org/10.1051/e3sconf/202123303043 | |
| Published online | 27 January 2021 | |
Comparison and analysis of calculation of Bridge backwater based on Mike21 hydrodynamic model
1 Dept.of Hydraulic & environmental engineering, Changchun Institute of Technology, Changchun, Jilin, China
2 Jilin Province Science and Technology Innovation Center for Physical Simulation and Security of Water Resources and Electric Power Engineering, Changchun, Jilin, China
a :sh_ljc@ccit.edu.cn
b :1154382887@qq.com
c :923250480@qq.com
The construction of bridges and other structures across the river will affect the flood discharge capacity and local water potential of the river.Based on navier-Stokes equation of MIKE21FM hydrodynamic module, this paper carries out two-dimensional numerical simulation of part of Shixi River. By optimizing the grid near the piers to reduce the difference brought by the terrain generalized grid of the real river, it simulates and analyzes the length of the curve of yong-high and Yong-water under different flood frequencies,the Nash-Sutcliffe efficiency coefficient and relative error analysis are used to verify the rationality of the results. The simulation results can accurately reflect the real changes of river water level, It provides a theoretical basis for flood impact analysis.
© The Authors, published by EDP Sciences 2021
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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