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    蒋任飞,朱炬明,刘永琦,等. 面向流域供水需求的西江骨干水库汛末蓄水量研究[J]. 中国防汛抗旱,2024,34(11):62−67. DOI: 10.16867/j.issn.1673-9264.2024361
    引用本文: 蒋任飞,朱炬明,刘永琦,等. 面向流域供水需求的西江骨干水库汛末蓄水量研究[J]. 中国防汛抗旱,2024,34(11):62−67. DOI: 10.16867/j.issn.1673-9264.2024361
    JIANG Renfei,ZHU Juming,LIU Yongqi,et al.Study on the water storage capacity of backbone reservoirs in the Xijiang River Basin at the end of flood season for the water supply demand in the basin[J].China Flood & Drought Management,2024,34(11):62−67. DOI: 10.16867/j.issn.1673-9264.2024361
    Citation: JIANG Renfei,ZHU Juming,LIU Yongqi,et al.Study on the water storage capacity of backbone reservoirs in the Xijiang River Basin at the end of flood season for the water supply demand in the basin[J].China Flood & Drought Management,2024,34(11):62−67. DOI: 10.16867/j.issn.1673-9264.2024361

    面向流域供水需求的西江骨干水库汛末蓄水量研究

    Study on the water storage capacity of backbone reservoirs in the Xijiang River Basin at the end of flood season for the water supply demand in the basin

    • 摘要: 天生桥一级、光照、龙滩和百色水库是西江流域水量调配的骨干水库工程,以此为对象研究保障流域供水安全的西江骨干水库汛末蓄水量。根据构建的西江流域水库群聚合—分解供水调度模型,以径流频率分别为75%、90%、95%的典型来水过程,计算得到各水库的综合缺水量,采用水量平衡逆序递推的方法得到各个水库相应来水频率下的分期蓄水量。结果表明,为了保障流域枯水期供水安全,75%、90%、95%来水年西江骨干水库汛末有效蓄水量至少分别为63亿m3、83亿m3、100亿m3

       

      Abstract: Tianshengqiao Ⅰ, Guangzhao, Longtan and Baise reservoirs are the backbone reservoir projects for water allocation in the Xijiang River Basin. They are used as objects to study the water storage capacity of the Xijiang backbone reservoirs at the end of flood season to ensure the water supply security of the basin. This paper uses the typical water inflow process with runoff frequencies of 75%, 90%, and 95% respectively, and based on the aggregation-decomposition water supply regulation model of the Xijiang reservoir group to calculate the comprehensive water shortage of each reservoir, using the reverse order recursive algorithm of water balance to obtain the phased water storage volume of each reservoir under the corresponding water inflow frequency. The results show that in order to ensure the safety of water supply in the basin during the dry season, the effective water storage capacity of Xijiang backbone reservoirs at the end of the flood season should be at least 6.3 billion m3, 8.3 billion m3, and 10 billion m3 respectively in the runoff frequencies of 75%, 90%, and 95%.

       

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