收录期刊

    高级检索

    两端潮汐顶托下通海闸施工期度汛方案研究

    Study on the flood control plan for a seaward sluice during construction under tidal backwater at both upstream and downstream sides

    • 摘要: 为解决平原感潮河网地区通海闸施工期防洪问题,以上海奉贤区南竹港南闸站改扩建工程为例,研究在两端受潮汐顶托影响下的通海闸施工期度汛方案。研究通过耦合MIKE11 HD水动力模型与NAM模型构建水文数学模型,并依据实测洪水数据率定、验证模型,基于50年一遇设计降雨及双台风极端潮位边界条件,提出了“导流明渠+水位预降+水系连通”的综合性施工度汛策略并设置10种方案进行比选分析。模拟结果表明:(1)在50年一遇降雨情形下,南竹港南闸关闭将导致南竹港、贝港等河道水位超设计高水位(3.75 m),水位最高抬升0.49 m;(2)方案Ⅲ-9通过设置底宽3 m、河口宽3 m的导流明渠构建行洪通道,结合动态水位调控与水系连通措施,可全面消除高于3.75 m设计高水位的断面,峰值水位最高下降0.21 m,在有效降低研究区洪涝风险的同时减少了明渠施工量。研究表明,通过优化导流明渠尺寸并辅以水系调控,可在经济可行的前提下有效保障通海闸施工期的防洪安全。

       

      Abstract: To solve the flood control problem during the construction period of the sea gate in the plain tidal river network area,taking the renovation and expansion project of Nanzhugang South Gate Station in Fengxian District, Shanghai as an example, this study investigates the flood control plan during the construction period of the sea gate under the influence of tidal uplift at both ends. A hydrological mathematical model was constructed by coupling the MIKE11 HD hydrodynamic model with the NAM model, and the model was calibrated and validated based on measured flood data. Based on the 50 year design rainfall and extreme tidal boundary conditions of two typhoons, a comprehensive construction flood control strategy of "diversion channel+water level pre drop+water system connection" was proposed, and 10 schemes were compared and analyzed. The simulation results show that:(1) In the case of a once-in-50-year rainfall, the closure of the South Gate of Nanzhu Port will cause the water level of rivers such as Nanzhu Port and Beigang to exceed the design high water level(3.75 m), with a maximum water level rise of 0.49 m;(2) Scheme Ⅲ-9 constructs a flood discharge channel by setting a diversion channel with a bottom width of 3 m and an estuary width of 3 m, combined with dynamic water level regulation and water system connectivity measures, which can comprehensively eliminate sections with water levels higher than the design high water level of 3.75 m, and the peak water level can drop by up to 0.21 m, effectively reducing the flood risk in the study area while reducing the amount of open channel construction. Research has shown that optimizing the size of the diversion channel and supplementing it with water system regulation can effectively ensure flood control safety during the construction period of the sea gate under the premise of economic feasibility.

       

    /

    返回文章
    返回