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    水闸改建施工对地区防汛影响分析——以上海奉贤区南竹港南水闸为例

    Impact analysis of sluice reconstruction construction on regional flood control—A case study of Nanzhugang South Sluice

    • 摘要: 老旧水闸改造施工期间,区域排涝能力会有所降低。以上海奉贤区南竹港南水闸改造工程为例,采用一维河网水动力模型,分析了南竹港南水闸改建施工对奉贤地区防汛的影响。研究结果表明:施工期间采用的临时泵站排涝能力较原水闸有所下降,虽然部分涝水可通过周边水闸排入杭州湾,但区域总体排涝能力降低。在强降雨期间,奉贤区内河水位抬升呈西高东低分布,工程周边河道水位最大抬升约0.06 m。建议在强降雨条件下,增设移动泵车等排涝设备,以确保施工期间周边区域的防汛安全。

       

      Abstract: During the renovation of the old sluice gate, the regional drainage capacity will be reduced. This study takes the renovation project of the South Sluice Gate on Nanzhu Port as an example and uses a one-dimensional river network hydrodynamic model to analyze the impact of the sluice gate reconstruction on flood control in the Fengxian area. The results show that the drainage capacity of the temporary pumping stations during the construction period is lower than that of the original sluice gate. Although some floodwater can be discharged into Hangzhou Bay through surrounding sluice gates, the overall regional drainage capacity is reduced. During heavy rainfall, the water level of inland rivers in Fengxian District rises, showing a distribution pattern of higher levels in the west and lower levels in the east. The maximum water level rise in the rivers near the project site is approximately 0.06 meters. It is recommended to deploy additional temporary drainage equipment, such as mobile pump trucks, during heavy rainfall to ensure flood control safety in the surrounding areas during the construction period.

       

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