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    王子建, 柳子豪, 王卫, 钟栗, 唐仁. 以错峰排涝为目标的望虞河常熟水利枢纽调度优化研究[J]. 中国防汛抗旱, 2025, 35(8): 62-66. DOI: 10.16867/j.issn.1673-9264.2024397
    引用本文: 王子建, 柳子豪, 王卫, 钟栗, 唐仁. 以错峰排涝为目标的望虞河常熟水利枢纽调度优化研究[J]. 中国防汛抗旱, 2025, 35(8): 62-66. DOI: 10.16867/j.issn.1673-9264.2024397
    WANG Zijian, LIU Zihao, WANG Wei, ZHONG Li, TANG Ren. Research on scheduling optimization of Wangyu River Changshu Water Conservancy Hub with the target of staggered flood and draining waterlogging[J]. China Flood & Drought Management, 2025, 35(8): 62-66. DOI: 10.16867/j.issn.1673-9264.2024397
    Citation: WANG Zijian, LIU Zihao, WANG Wei, ZHONG Li, TANG Ren. Research on scheduling optimization of Wangyu River Changshu Water Conservancy Hub with the target of staggered flood and draining waterlogging[J]. China Flood & Drought Management, 2025, 35(8): 62-66. DOI: 10.16867/j.issn.1673-9264.2024397

    以错峰排涝为目标的望虞河常熟水利枢纽调度优化研究

    Research on scheduling optimization of Wangyu River Changshu Water Conservancy Hub with the target of staggered flood and draining waterlogging

    • 摘要: 望虞河是太湖流域重要的洪水外排通道,目前望虞河上的常熟枢纽工程仅以太湖水位作为调度指标,不能很好地兼顾望虞河西岸地区(以下简称区域)排水需求。通过对太湖及区域代表站陈墅站的实况水位特征进行分析,发现在不影响太湖排水的前提下,常熟枢纽存在错峰外排区域洪涝水的“窗口期”,进而构建太湖流域河网水文水动力模型,开展望虞河常熟枢纽工程优化调度研究。结果表明,相较于现状调度方案,在增加陈墅站为代表站后,2021年实况场景下造峰期内常熟枢纽排江水量可增加0.57亿~0.73亿m3,相应陈墅站最高水位降幅可达41~45 cm,相关成果可为常熟枢纽的工程调度优化提供参考。

       

      Abstract: The Wangyu River is an important flood drainage channel in the Taihu Lake Basin, the Changshu Hub Project on the Wangyu River only takes the water level of Taihu Lake as the scheduling index, which cannot well balance the drainage needs of the area on the west bank of the Wangyu River (region). Through an analysis of observed water level characteristics at Taihu Lake and the regional representative station (Chenshu Station), this study identifies feasible "window periods" for the Changshu Hub to discharge regional floodwaters while maintaining Taihu Lake's outflow requirements. Furthermore, a hydrological and hydrodynamic model of river network in Taihu Lake Basin was developed to investigate optimized operation strategies for the Changshu Hub Project on the Wangyu River. The results demonstrate that, compared to the current operation scheme, incorporating Chenshu Station as a representative station increases the Changshu Hub's flood discharge volume 57 million~73 million m during peak periods under 2021 hydrological conditions. Correspondingly, the maximum water level at Chenshu Station is reduced by 41~45 cm. The relevant results can provide reference for the engineering dispatching optimization of Changshu Hub.

       

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