Integrated flood management for Beiyun River, China

被引:4
作者
Chen, Minghong [1 ]
Fang, Hongwei [2 ]
Zheng, Yi [2 ]
He, Guojian [2 ]
机构
[1] China Agr Univ, Coll Water Resources & Civil Engn, Beijing 100084, Peoples R China
[2] Tsinghua Univ, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China
基金
中国国家自然科学基金;
关键词
Rainstorm; Hydrological model; Hydrodynamic model; Hydraulic model; Water resources; Dams and floodgates; WATER;
D O I
10.2478/johh-2013-0023
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Beiyun River Basin is holistically suffering a water shortage and relatively concentrated flood risk. The current operation (level-control) of dams and floodgates, which is in passive defense mode, cannot meet the demands of both flood control and storm water resources. An integrated flood forecasting and management system is developed by the connecting of the hydrological model and hydrodynamic model and coupling of the hydrodynamic model and hydraulic model for dams and floodgates. Based upon the forecasted runoff processes, a discharge-control operation mode of dams and floodgates is proposed to be utilized in order to well regulate the flood routing in channels. The simulated water level, discharge, and water storage volume under different design conditions of rainfall return periods and floodgates operation modes are compared. The results show that: (1) for small floods, current operation modes can satisfy the objectives, but discharge-control operation can do better; (2) for medium size floods, since pre-storing of the floods affects the discharge of follow-up floods by floodgates, the requirement of flood control cannot be satisfied under current operations, but the discharge-control operation can; (3) for large floods, neither operation can meet the requirement because of the limited storage of these dams. Then, the gravel pits, wetlands, ecological lakes and flood detention basins around the river must be used for excess flood waters. Using the flood forecasting and management system can change passive defense to active defense mode, solving the water resources problem of Beijing city and Beiyun River Basin to a certain extent.
引用
收藏
页码:177 / 187
页数:11
相关论文
共 27 条
[1]  
[Anonymous], 1995, MIKE SHE COMPUTER MO
[2]  
[Anonymous], 2000, Dams and Development: A New Framework for Decision-Making
[3]   CONTINUOUS-TIME WATER AND SEDIMENT ROUTING MODEL FOR LARGE BASINS [J].
ARNOLD, JG ;
WILLIAMS, JR ;
MAIDMENT, DR .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1995, 121 (02) :171-183
[4]  
Bingner R.L., 1997, P 1997 ASAE ANN INT
[5]  
Borah D.K., 2002, MATH MODELS SMALL WA
[6]  
Borah D.K., 2001, P 2001 ASAE ANN INT, P291
[7]  
Borah DK, 2004, T ASAE, V47, P1539, DOI 10.13031/2013.17633
[8]  
Chaudhry M.H., 1993, OPEN CHANNEL FLOW
[9]  
Chen Y.D., 1995, IAHS PUBLICATION
[10]   Flood control management system for reservoirs [J].
Cheng, CT ;
Chau, KW .
ENVIRONMENTAL MODELLING & SOFTWARE, 2004, 19 (12) :1141-1150