张迪, 王莹, 郑小康, 曹智伟. 基于拦河闸坝蓄水补给的大沽河流域海水入侵优化防治[J]. 水科学进展, 2023, 34(6): 971-983. DOI: 10.14042/j.cnki.32.1309.2023.06.014
引用本文: 张迪, 王莹, 郑小康, 曹智伟. 基于拦河闸坝蓄水补给的大沽河流域海水入侵优化防治[J]. 水科学进展, 2023, 34(6): 971-983. DOI: 10.14042/j.cnki.32.1309.2023.06.014
ZHANG Di, WANG Ying, ZHENG Xiaokang, CAO Zhiwei. Optimized control of seawater intrusion in the Dagu River basin based on the river damming and impounding strategies[J]. Advances in Water Science, 2023, 34(6): 971-983. DOI: 10.14042/j.cnki.32.1309.2023.06.014
Citation: ZHANG Di, WANG Ying, ZHENG Xiaokang, CAO Zhiwei. Optimized control of seawater intrusion in the Dagu River basin based on the river damming and impounding strategies[J]. Advances in Water Science, 2023, 34(6): 971-983. DOI: 10.14042/j.cnki.32.1309.2023.06.014

基于拦河闸坝蓄水补给的大沽河流域海水入侵优化防治

Optimized control of seawater intrusion in the Dagu River basin based on the river damming and impounding strategies

  • 摘要: 为减缓大沽河流域水资源短缺的现状, 提出了一个新的多目标优化框架, 用于优化管理流域现有的多级拦河闸坝蓄水工程措施和地下水开采策略。通过耦合校准的数值模型与概化的河流子程序包, 模拟河流蓄水时大沽河-地下水间水力联系, 重点关注最小化海水入侵程度、最小化河流渗流和最大化地下水允许开采量3个目标之间的权衡关系。采用NSGA-Ⅱ来搜索优化模型在不同气候条件影响下的帕累托最优解。优化结果表明, 为了缓解海水入侵, 在降水不足年份, 靠近海水入侵区的闸坝应提高其蓄水位0.5~1.5 m, 其余闸坝应降低其蓄水位至少1 m; 4个县级行政分区在地下水压采约束下, 年开采量在降水较少年份应比降水较多年份浮动调整120万~150万m3甚至更多。本文优化框架和调控策略可为人类活动强烈的其他沿海含水层管理提供重要借鉴。

     

    Abstract: To address the current water scarcity situation, a novel multi-objective optimization framework was proposed for the management of existing engineering measures related to river multi-damming impoundment and strategies for groundwater abstraction in the Dagu River basin. The optimization framework integrates a calibrated numerical model with a conceptualized river package to simulate the interaction between the Dagu River and groundwater due to river impoundment, thus focusing on the trade-off between minimizing the extent of seawater intrusion and river seepage and maximizing allowable groundwater abstraction. Subsequently, the NSGA-Ⅱ was employed to explore Pareto-optimal solutions affected by varying climatic conditions. The results indicate that in order to mitigate the seawater intrusion, the impound river water level behind the dam located near the areas affected by prolonged insufficient precipitation should be increased by a minimum of 0.5—1.5 m, while lowering the river water level behind the other dams by approximately 1 m. Under the constraint of restricting groundwater abstraction, the annual groundwater abstraction in the four county-level administrative subdomains should be modified by 1.2—1.5 million m3 or more, during periods of lower precipitation compared with higher, in the float. The optimization framework and regulation strategies presented here may be implemented in other coastal aquifers subjected to severe anthropogenic activities.

     

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