方国华, 钟华昱, 闻昕, 李智超, 罗煜宁. 考虑湖泊互济互调运行的江苏省南水北调工程优化调度[J]. 水科学进展, 2023, 34(5): 776-787. DOI: 10.14042/j.cnki.32.1309.2023.05.012
引用本文: 方国华, 钟华昱, 闻昕, 李智超, 罗煜宁. 考虑湖泊互济互调运行的江苏省南水北调工程优化调度[J]. 水科学进展, 2023, 34(5): 776-787. DOI: 10.14042/j.cnki.32.1309.2023.05.012
FANG Guohua, ZHONG Huayu, WEN Xin, LI Zhichao, LUO Yuning. Optimal operation of the Jiangsu Province section of the South-to-North Water Diversion Project under the operational mode of mutual transfer and diversion among lakes[J]. Advances in Water Science, 2023, 34(5): 776-787. DOI: 10.14042/j.cnki.32.1309.2023.05.012
Citation: FANG Guohua, ZHONG Huayu, WEN Xin, LI Zhichao, LUO Yuning. Optimal operation of the Jiangsu Province section of the South-to-North Water Diversion Project under the operational mode of mutual transfer and diversion among lakes[J]. Advances in Water Science, 2023, 34(5): 776-787. DOI: 10.14042/j.cnki.32.1309.2023.05.012

考虑湖泊互济互调运行的江苏省南水北调工程优化调度

Optimal operation of the Jiangsu Province section of the South-to-North Water Diversion Project under the operational mode of mutual transfer and diversion among lakes

  • 摘要: 为进一步提升江苏省南水北调工程的综合运行效益, 在湖泊单向运行方式基础上, 提出了湖泊互济互调运行方式, 以受水区综合缺水率最小和泵站总能耗最小为优化目标, 构建了2种湖泊运行方式下"湖泊-闸泵群"联合优化调度模型, 并基于9种湖泊来水情景全面分析了湖泊互济互调运行方式的有效性。结果表明: 相较于湖泊单向运行方式, 在受水区综合缺水率相同时, 湖泊互济互调运行方式有效减少了泵站抽水总能耗; 湖泊互济互调运行方式提升了骆马湖水资源调配能力和水资源利用效率, 在骆马湖丰水年而洪泽湖丰水、平水、枯水年情景下, 骆马湖水资源利用量分别提高了28.6%、36.1%和30.0%, 弃水量分别下降了47.2%、42.4%和65.9%;湖泊互济互调运行方式有效减少了洪泽湖和骆马湖区间泵站的抽水量, 通过充分利用沿线湖泊的调蓄能力, 保障了两湖水位的安全合理运行。研究成果可为江苏省南水北调工程科学调度运行提供决策参考。

     

    Abstract: To further enhance the overall operational efficiency of the Jiangsu Province section of the South-to-North Water Diversion Project, an operational mode of mutual transfer and diversion among lakes (hereinafter referred to as "the mutual transfer and diversion mode") is proposed based on the existing unidirectional flow mode of lakes. With the optimization objectives of minimizing the comprehensive water shortage rate in the receiving area and the total energy consumption of pump stations, a joint scheduling optimization model of lakes and groups of sluice-pump stations is constructed under the unidirectional flow mode and the mutual transfer and diversion mode. In addition, the effectiveness of the mutual transfer and diversion mode is analyzed comprehensively, considering nine different scenarios of lake inflow. The results indicate that compared to the unidirectional flow mode of lakes, when the comprehensive water shortage rate in the receiving area is the same, the mutual transfer and diversion mode effectively reduces the total energy consumption of pump stations. Moreover, this mode enhances the water resource allocation capability and efficiency of water resource utilization in Luoma Lake. In scenarios where Luoma Lake experiences water-abundant years while the Hongze Lake goes through abundant, average, or dry years, the water utilization in Luoma Lake increases by 28.6%, 36.1%, and 30.0%, respectively. In comparison, the water abandonment decreases by 47.2%, 42.4%, and 65.9%, respectively. Furthermore, the mutual transfer and diversion mode effectively reduces the water pumping from pump stations between the Hongze Lake and Luoma Lake. By fully utilizing the regulation and storage capacity of lakes along the route, this mode ensures the safe and rational operation of water levels in both lakes. The research findings can serve as a valuable reference for decision-making in the scientific scheduling and operation of the Jiangsu Province section of the South-to-North Water Diversion Project.

     

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