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    Optimal Operation of Danjiangkou Reservoir Using Improved Hedging Model and Considering the Effects of Historical Decisions

    Source: Journal of Water Resources Planning and Management:;2018:;Volume ( 144 ):;issue: 001
    Author:
    Xiaozhong Sun
    ,
    Chao Ma
    ,
    Jijian Lian
    DOI: 10.1061/(ASCE)WR.1943-5452.0000868
    Publisher: American Society of Civil Engineers
    Abstract: For reservoirs with multiple water demands, losses in water use utility because of shortages in the water supply from historical operation decisions can be considered information to improve the current decisions. This study proposes an improved hedging model that uses the parameter optimization method to incorporate the effects of historical decisions. A new cumulative water shortage impact index is proposed to evaluate the severity of historical water shortages and their impact on release decisions, and the Palmer drought severity index (PDSI) is incorporated to improve the hedging model. Based on the new index, a weighting factor of previously derived hedging rules is optimized, which represents the relative importance of water release and water storage, and more realistic hedging rules and operation decisions for reservoir managers are obtained. The new model is employed at the Danjiangkou Reservoir, which serves as one of the major storage points on the middle route of the south-to-north water transfer project (SNWTP). The results show the following: (1) when the reservoir inflow is insufficient, the initial weighting factor (initial w) and its corresponding scaling factor can be obtained to guide decisions by considering the forecasted inflow, starting regulation level (SRL), and expected water level at the end of year (WLE); (2) by following the optimal solution, the water delivery process becomes more uniform, and a more reasonable water supply order can be determined according to the unit water supply benefit for each water user; and (3) in an average dry year and in the driest year in the historical record, with initial w values of 0.7 and 0.15, the SRL is greater than 158 m, and the delivery rates of the SNWTP water in the initial stages should be controlled at approximately 0.85 and 0.4, respectively.
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      Optimal Operation of Danjiangkou Reservoir Using Improved Hedging Model and Considering the Effects of Historical Decisions

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4244916
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    contributor authorXiaozhong Sun
    contributor authorChao Ma
    contributor authorJijian Lian
    date accessioned2017-12-30T13:02:33Z
    date available2017-12-30T13:02:33Z
    date issued2018
    identifier other%28ASCE%29WR.1943-5452.0000868.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244916
    description abstractFor reservoirs with multiple water demands, losses in water use utility because of shortages in the water supply from historical operation decisions can be considered information to improve the current decisions. This study proposes an improved hedging model that uses the parameter optimization method to incorporate the effects of historical decisions. A new cumulative water shortage impact index is proposed to evaluate the severity of historical water shortages and their impact on release decisions, and the Palmer drought severity index (PDSI) is incorporated to improve the hedging model. Based on the new index, a weighting factor of previously derived hedging rules is optimized, which represents the relative importance of water release and water storage, and more realistic hedging rules and operation decisions for reservoir managers are obtained. The new model is employed at the Danjiangkou Reservoir, which serves as one of the major storage points on the middle route of the south-to-north water transfer project (SNWTP). The results show the following: (1) when the reservoir inflow is insufficient, the initial weighting factor (initial w) and its corresponding scaling factor can be obtained to guide decisions by considering the forecasted inflow, starting regulation level (SRL), and expected water level at the end of year (WLE); (2) by following the optimal solution, the water delivery process becomes more uniform, and a more reasonable water supply order can be determined according to the unit water supply benefit for each water user; and (3) in an average dry year and in the driest year in the historical record, with initial w values of 0.7 and 0.15, the SRL is greater than 158 m, and the delivery rates of the SNWTP water in the initial stages should be controlled at approximately 0.85 and 0.4, respectively.
    publisherAmerican Society of Civil Engineers
    titleOptimal Operation of Danjiangkou Reservoir Using Improved Hedging Model and Considering the Effects of Historical Decisions
    typeJournal Paper
    journal volume144
    journal issue1
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)WR.1943-5452.0000868
    page04017080
    treeJournal of Water Resources Planning and Management:;2018:;Volume ( 144 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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