Optimization of water supply reservoir scheduling with insufficient regulating capacity

Water Supply Pub Date : 2024-05-08 DOI:10.2166/ws.2024.102
Yujun Wang, Zeyu Li, Yixuan Lu, Xiping Zhao
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Abstract

To make use of a limited regulating reservoir capacity to provide a small amount of water supply benefits, a multiobjective optimal model that considers the water demand and regulating capacity of the pumping station was established, by combining the maximum sequence similarity (F1), maximum pumping station suitability (F2), maximum ecological flow satisfaction (F3) and maximum number of continuous water supply periods (F4), which were solved by NSGA-II algorithm, K-means clustering, and EW-TOPSIS method were used to select the optimal scheme. The results showed that the results of the combination of F1 and F2 were better than that of the list method, with a multiannual average water supply of 3.88 × 107 m3; the occupation of ecological flow significantly increased the water supply efficiency, with a multiannual average water supply of 4.49 × 107 m3, with a multiannual average ecological satisfaction degree of 10.84; the interruption periods were gathered between January and May by accepting the interruption periods regularly occurred, the water supply was 1.10 × 107 m3 with 95% guarantee rate by taking June–December as the water supply period. Our data indicated that reservoirs with insufficient regulation capacity can produce certain water supply benefits, and there were competitive relationships between objectives, and competitiveness increases with the increase of pumping station regulation capacity.
调节能力不足情况下的供水水库调度优化
为利用有限的调节库容提供少量的供水效益,建立了考虑泵站需水量和调节库容的多目标优化模型,将最大序列相似度(F1)、最大泵站适宜度(F2)、最大生态流量满足度(F3)和最大连续供水期数(F4)结合起来,采用NSGA-II算法求解,K-均值聚类,EW-TOPSIS法选择最优方案。结果表明,F1 和 F2 的组合结果优于列表法,多年平均供水量为 3.88×107 m3;生态流量的占用显著提高了供水效率,多年平均供水量为 4.49×107 m3,多年平均生态满意度为 10.84;通过接受定期发生的中断期,将中断期集中在 1-5 月,以 6-12 月为供水期,供水量为 1.10×107 m3,保证率为 95%。数据表明,调节能力不足的水库也能产生一定的供水效益,且各目标之间存在竞争关系,竞争性随泵站调节能力的增加而增强。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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