Flood risk control of dams and dykes in middle reach of Huaihe River
Flood risk control of dams and dykes in middle reach of Huaihe River作者机构:College of Hydrology and Water ResourcesHohai University State Key Laboratory of Hydrology-Water Resources and Hydraulic EngineeringNanjing Hydraulic Research Institute Administration Office of Feilaixia Water Conservancy Project of Guangdong Province
出 版 物:《Water Science and Engineering》 (水科学与水工程(英文版))
年 卷 期:2014年第7卷第1期
页 面:17-31页
核心收录:
学科分类:081504[工学-水利水电工程] 08[工学] 0815[工学-水利工程]
基 金:supported by the National Natural Science Foundation of China(Grant No.51139001)
主 题:stochastic mathematical model reservoir flood regulation river course flood release risk factor risk rate middle reach of Huaihe River
摘 要:Three stochastic mathematical models for calculation of the reservoir flood regulation process, river course flood release, and flood risk rate under flood control were established based on the theory of stochastic differential equations and features of flood control systems in the middle reach of the Huaihe River from Xixian to the Bengbu floodgate, comprehensively considering uncertain factors of hydrology, hydraulics, and engineering control. They were used to calculate the flood risk rate with flood regulation of five key reservoirs, including the Meishan, Xianghongdian, Nianyushan, Mozitan, and Foziling reservoirs in the middle reach of the Huaihe River under different flood frequencies, the flood risk rate with river course flood release under design and check floods for the trunk of the Huaihe River in conjunction with relevant flood storage areas, and the flood risk rate with operation of the Linhuaigang Project under design and check floods. The calculated results show that (l) the five reservoirs can withstand design floods, but the Xianghongdian and Foziling reservoirs will suffer overtopping accidents under check floods; (2) considering the service of flood storage areas under the design flood conditions of the Huaihe River, the mean flood risk rate with flood regulation of dykes and dams from Xixian to the Bengbu floodgate is about 0.2, and the trunk of the Huaihe River can generally withstand design floods; and (3) under a check flood with the flood return period of 1 000 years, the risk rate of overtopping accidents of the Linhuaigang Project is not larger than 0.15, indicating that it has a high flood regulation capacity. Through regulation and application of the flood control system of the Linhuigang Project, the Huaihe River Basin can withstand large floods, and the safety of the protected area can be ensured.