Hedging Rules for Water Supply Reservoir Based on the Model of Simulation and Optimization
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...
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doaj-5e559613f14c4209ad6bcbf8cb2750732020-11-24T21:22:15ZengMDPI AGWater2073-44412016-06-018624910.3390/w8060249w8060249Hedging Rules for Water Supply Reservoir Based on the Model of Simulation and OptimizationYi Ji0Xiaohui Lei1Siyu Cai2Xu Wang3Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, ChinaState Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, ChinaState Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, ChinaState Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, ChinaThis 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.http://www.mdpi.com/2073-4441/8/6/249hedging ruletwo-period modelacceptable damage depthsimulation and optimization model |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Yi Ji Xiaohui Lei Siyu Cai Xu Wang |
spellingShingle |
Yi Ji Xiaohui Lei Siyu Cai Xu Wang Hedging Rules for Water Supply Reservoir Based on the Model of Simulation and Optimization Water hedging rule two-period model acceptable damage depth simulation and optimization model |
author_facet |
Yi Ji Xiaohui Lei Siyu Cai Xu Wang |
author_sort |
Yi Ji |
title |
Hedging Rules for Water Supply Reservoir Based on the Model of Simulation and Optimization |
title_short |
Hedging Rules for Water Supply Reservoir Based on the Model of Simulation and Optimization |
title_full |
Hedging Rules for Water Supply Reservoir Based on the Model of Simulation and Optimization |
title_fullStr |
Hedging Rules for Water Supply Reservoir Based on the Model of Simulation and Optimization |
title_full_unstemmed |
Hedging Rules for Water Supply Reservoir Based on the Model of Simulation and Optimization |
title_sort |
hedging rules for water supply reservoir based on the model of simulation and optimization |
publisher |
MDPI AG |
series |
Water |
issn |
2073-4441 |
publishDate |
2016-06-01 |
description |
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. |
topic |
hedging rule two-period model acceptable damage depth simulation and optimization model |
url |
http://www.mdpi.com/2073-4441/8/6/249 |
work_keys_str_mv |
AT yiji hedgingrulesforwatersupplyreservoirbasedonthemodelofsimulationandoptimization AT xiaohuilei hedgingrulesforwatersupplyreservoirbasedonthemodelofsimulationandoptimization AT siyucai hedgingrulesforwatersupplyreservoirbasedonthemodelofsimulationandoptimization AT xuwang hedgingrulesforwatersupplyreservoirbasedonthemodelofsimulationandoptimization |
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1725996635648950272 |