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Determination of drought limit water level of importing reservoir in inter-basin water transfer project under changing environment

机译:变环境下跨流域调水工程进口水库干旱极限水位的确定

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摘要

Drought occurrence and its related impacts are a major concern in many basins throughout the world. Reservoirs play a very important role in drought resistance. Compared with the reservoir flood limit water level, the drought limit water level belongs to a new concept. This paper took the Yuqiao reservoir as the study area and proposed a new method to determine the drought limit water level under changing environment. Firstly, the Mann-Kendall (M-K) method and cluster analysis method were employed to test the trend and change point of the series based on the runoff series of Yuqiao reservoir. On this basis, the runoff frequency curve and design runoff process under current condition were obtained by Pearson-III frequency analysis. Secondly, copula function was used to analyze the synchronous-asynchronous encounter probability of rich-poor runoff of Yuqiao reservoir and Panjiakou reservoir. The available transferred volume of Yuqiao reservoir in dry year was analyzed. Finally, according to the runoff and available transferred volume, the total inflow of Yuqiao reservoir in dry season was calculated. Combining water demand and total inflow of Yuqiao reservoir, the drought limit water level was calculated by month to month. The study results can provide necessary technique support for reservoir drought emergency management.
机译:干旱的发生及其相关影响是世界上许多盆地的主要关注点。水库在抗旱中起着非常重要的作用。与水库洪水极限水位相比,干旱极限水位属于一个新概念。以玉桥水库为研究区域,提出了一种确定变化环境下干旱极限水位的新方法。首先,基于玉桥水库径流序列,采用Mann-Kendall(M-K)方法和聚类分析方法对序列的趋势和变化点进行检验。在此基础上,通过Pearson-III频率分析得到了当前条件下的径流频率曲线和设计径流过程。其次,利用copula函数分析了于桥水库和潘家口水库的贫富径流同步非同步遭遇概率。分析了玉桥水库枯水期有效调水量。最后,根据径流和可利用的输水量,计算了于桥水库枯水期的总入水量。结合雨桥水库的需水量和总进水量,逐月计算出干旱极限水位。研究结果可为水库干旱应急管理提供必要的技术支持。

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  • 来源
    《Theoretical and applied climatology》 |2019年第2期|1529-1539|共11页
  • 作者单位

    Tianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, Tianjin 300072, Peoples R China;

    Tianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, Tianjin 300072, Peoples R China;

    China Inst Water Resource & Hydropower Res, State Key Lab Simulat & Regulat Water Cycle River, Beijing 100038, Peoples R China;

    Tianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, Tianjin 300072, Peoples R China;

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