人民长江 ›› 2022, Vol. 53 ›› Issue (11): 79-85.doi: 10.16232/j.cnki.1001-4179.2022.11.013

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基于陆面-管网耦合模型的城市排水系统评估

陈小龙;王小雨;王永桂   

  • 发布日期:2023-01-17

Urban drainage system assessment based on land surface-pipe network coupling model

CHEN Xiaolong1,WANG Xiaoyu2,WANG Yonggui2   

  • Published:2023-01-17

摘要: 近年来暴雨频发,开展城镇片区排水系统的评估和优化,对内涝防治具有重要意义。选择典型城镇片区——镇江防汛示范区为研究对象,构建了一维排水管网模型和二维水动力模型耦合的陆面-管网耦合模型,通过模拟不同降雨情景,评估了该区域排水现状;模拟了排水系统的改造情景,评估了改造方案的优化效果。结果表明:片区内排水能力小于5 a一遇的管道占比超过了60%,排水能力明显不足;遇50 a一遇洪水时,积水面积达到了686 000 m~2,占防汛示范区整个面积的9.94%,万达广场、黄山南路西和天桥支路及以东等区域是积水的重点区域。对新建一条管径为600 mm、长9.5 km的雨水管和一个雨水篦子的优化方案进行了评估,结果表明其能减轻溢流井上下游管网的运行负荷,降低上下游管网的充满度和过载情况。陆面-管网耦合模型能有效地评估防汛示范区的排水系统现状和能力,可用于城市排水管网的优化改造设计,为城市内涝防治提供技术支撑。

关键词: 排水系统;排水能力;内涝防治;地表水动力模型;管网模型;镇江市;

Abstract: In recent years,heavy rain has occurred frequently.Therefore,it is of great significance to evaluate and optimize the drainage system in urban areas for waterlogging prevention.Taking a flood control demonstration zone in Zhenjiang City as the research area,a land surface-pipe network coupling model with urban pipe network model and two-dimensional hydrodynamic model was constructed to simulate the drainage system and evaluate the improved effect.The results show that there are over 60% of pipelines with drainage capacity less than 5-year,which means that the drainage capacity is obviously insufficient.In the rainfall scenario of 50-year,the accumulated water area reaches 686 000 m2,accounting for 9.94% of the whole flood control demonstration zone.The Wanda Plaza,west of the Huangshan South Road,Tianqiao Branch Road and its east are the serious areas of waterlogging areas.Accordingly,an optimization scheme of a new rainwater pipe with diameter of 600 mm and length of 9.5 km and a rainwater grate was evaluated.The simulation results show that the optimization scheme can reduce the operating load of the upstream and downstream pipe network on the overflow well,and alleviate the fullness and overload of the pipe network.Overall,the coupled model can effectively assess the current status and capacity of the drainage system in the flood control demonstration zone.The new model can be used in the optimization and transformation design of the urban drainage pipe networks,and can also provide technical support for the prevention and control of urban waterlogging.

Key words: drainage system;drainage capacity;prevention and control of urban waterlogging;surface hydrodynamic model;pipe network model;Zhenjiang City