The combined operation of flood plain and flood diversion channel in the middle reach of Huaihe River

2016 ◽  
Author(s):  
Bangyi Yu ◽  
Jin Ni ◽  
Peng Ben ◽  
Peng Wu ◽  
Jueyi Sui
2011 ◽  
Vol 31 (1) ◽  
pp. 21-30
Author(s):  
Junqiang ZHANG ◽  
Jian LIU ◽  
Xianghuai KONG ◽  
Chunting XUE ◽  
Xinbo LIU ◽  
...  

2013 ◽  
Vol 275-277 ◽  
pp. 2659-2668
Author(s):  
Zhen Kun Ma ◽  
Zi Wu Fan ◽  
Ming Zhang ◽  
Yi Lu Su ◽  
Zhi Ling Sun

The core technique of flood forecast and pre-warning of a river basin is the numerical simulation of flood process in a complicated flood control system. According to the structural features, flood features, and flood process mechanism of a large and complicated flood control system, a 1D and 2D coupled numerical simulation model was established. The 1D model was used for the trunk river and main branches, and the 2D model was used for flood districts. The coupled 1D and 2D was used to simulate the flood regulation and process in rivers, lakes, flood districts, and floodways. A case study was conducted in the section from the Wangjiaba to Bengbu floodgates in the middle reach of the Huaihe River. The coupled model was employed to synchronously simulate the branch rivers and trunk flood of the river basin and to improve the accuracy of flood simulation, flood forecast, and regulation of the river basin. The parameters of the model for simulating the flood process of the Huaihe River Basin in 2003 were calculated and verified, and the flood process in 2007 was demonstrated. The simulated results show that the flood regulation and process can be accurately simulated by the proposed numerical model, and the accuracy requirements can be satisfied. Finally, the model was applied to the effect analysis of a four-grade emergency flood control plan in the Huaihe River Basin.


2012 ◽  
Vol 212-213 ◽  
pp. 253-259
Author(s):  
Xiao Ling Chai ◽  
Li Ming Zhang ◽  
Qi Hui Yu ◽  
Shan He ◽  
Wei Yao

In order to study the influence of the navigation improvement project in the Qingyi River, on flood control of the complex river network, the water level variation of the key control stations in Shuiyang, Qingyi and Zhanghe river basins, flood diversion variation of middle reach of Shuiyang stem and flow pattern in the flow field before and after construction of the project using Mike11 model, under the conditions of designed flood and excessive standard flood. The results show that after construction of the project,the water levels at the control stations are decreasing or constant and the flood diversion of middle reach of Shuiyang stem decreases. So the project is beneficial to the flood control of the basins.


2016 ◽  
pp. 496-499
Author(s):  
B. Yu ◽  
J. Ni ◽  
H. Zhou ◽  
J. Sui ◽  
P. Wu ◽  
...  

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