Hedging Rules for Water Supply Reservoir Based on the Model of Simulation and Optimization

被引:11
|
作者
Ji, Yi [1 ,2 ]
Lei, Xiaohui [2 ]
Cai, Siyu [2 ]
Wang, Xu [2 ]
机构
[1] Beijing Univ Technol, Coll Architecture & Civil Engn, Key Lab Beijing Water Qual Sci & Water Environm R, Beijing 100124, Peoples R China
[2] China Inst Water Resources & Hydropower Res, State Key Lab Simulat & Regulat ofWater Cycle Riv, Beijing 100038, Peoples R China
关键词
hedging rule; two-period model; acceptable damage depth; simulation and optimization model; OPERATION; MANAGEMENT;
D O I
10.3390/w8060249
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This study proposes a hedging rule model which is composed of a two-period reservior operation model considering the damage depth and hedging rule parameter optimization model. The former solves hedging rules based on a given poriod's water supply weighting factor and carryover storage target, while the latter optimization model is used to optimize the weighting factor and carryover storage target based on the hedging rules. The coupling model gives the optimal poriod's water supply weighting factor and carryover storage target to guide release. The conclusions achieved from this study as follows: (1) the water supply weighting factor and carryover storage target have a direct impact on the three elements of the hedging rule; (2) parameters can guide reservoirs to supply water reasonably after optimization of the simulation and optimization model; and (3) in order to verify the utility of the hedging rule, the Heiquan reservoir is used as a case study and particle swarm optimization algorithm with a simulation model is adopted for optimizing the parameter. The results show that the proposed hedging rule can improve the operation performances of the water supply reservoir.
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页数:14
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