径流丰枯变化下南水北调中线受水区供水风险分析

    Analysis of Water Supply Risks in the Water Receiving Areas of the Middle Route of the South-to-North Water Transfer Project under Drought-Wetness Encounters of Runoff

    • 摘要: 针对南水北调中线水源区和受水区的径流丰枯遭遇变化给受水区带来供水风险的问题,本文基于1979-2023年代表水文站点的实测数据,建立了描述南水北调中线工程水源区与受水区径流关系的Copula联合概率分布模型,计算径流丰枯遭遇概率;对中线工程水源区可调水量和受水区水资源量进行调度模拟,得出不同遭遇组合下受水区的可供水量,并基于水量调度模拟结果计算了受水区的供水风险率、回弹性、脆弱性指标,定量分析受水区的供水风险。结果表明:Gumbel-Hougaard Copula函数在拟合南水北调中线工程水源区与受水区径流之间的联合分布时效果最优,计算得到径流丰枯同步的概率为41.02%,其中水源区和受水区丰枯遭遇情况为枯-枯、枯-特枯、特枯-枯和特枯-特枯时,遭遇概率分别为13.53%、2.36%、2.36%、0.61%;中线工程调水量平均占受水区河南省、河北省、天津市和北京市可供水量的19.18%、27.77%、27.82%、24.65%;水源区和受水区径流频率增加,受水区供水风险呈现上升趋势,当丰枯遭遇情况为特枯-特枯时,受水区供水风险均处于中等风险水平,当遭遇连续枯水年时受水区供水风险还将进一步上升。研究结果在保障南水北调中线工程正常运行和水资源优化配置方面具有参考意义。

       

      Abstract: To address the water supply risks in the water receiving areas caused by different drought - wetness encounters of runoff between the water supplying and receiving areas of the middle route of the South-to-North Water Transfer Project, this paper constructed a Copula joint distribution function for the runoff of the water supplying and receiving areas based on measured data from representative hydrological stations from 1979 to 2023. This function was used to calculate the probability of drought and wetness encounter. The water availability of the receiving areas was calculated under different drought-wetness encounters. Based on the water availability, indicators such as water supply risk rate, resilience, and vulnerability were calculated to quantitatively analyze the water supply risks in the receiving areas. The results indicated that the Gumbel-Hougaard Copula function can effectively simulate the joint distribution of runoff in the water supplying and receiving areas. The drought - wetness encounter probability of synchronous in the runoff was 41.02%. When drought - wetness encounters in the water supplying and receiving areas were dry - dry, dry – extreme dry, extreme dry - dry and extreme dry - extreme dry, the occurrence probability was 13.53%, 2.36%, 2.36% and 0.61%, respectively. Among the water availability of Henan Province, Hebei Province, Tianjin and Beijing, the average proportion of transferable water quantity was 19.18%, 27.77%, 27.82% and 24.65% respectively, alleviating water scarcity pressures in these regions. The water supply risks in the receiving areas exhibited an upward trend with the decrease of runoff in the water supplying and receiving areas. When both areas experienced extremely dry years, the water supply risk in the receiving areas was at a medium risk level. The water supply risk in the receiving areas will further increase during consecutive dry years. The research results were of reference significance in ensuring the normal operation of the Middle Route Project of the South-to-North Water Transfer and the optimal allocation of water resources.

       

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