首页|基于MIKE FLOOD耦合模型的深圳黄沙河片区内涝风险评估和改造分析

基于MIKE FLOOD耦合模型的深圳黄沙河片区内涝风险评估和改造分析

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为解决城市内涝问题,以深圳市黄沙河片区排水分区为例,基于MIKE FLOOD平台,耦合城市雨水管网、水系及地形地物,建立城市内涝模型,模拟分析研究区2年一遇、10年一遇、50年一遇等不同重现期的排涝情景.结果表明:耦合模型能直观反映受涝区积水深度与积水时间,并随着重现期的增大,溢流点和充满的管道会增多;建立MIKE FLOOD耦合模型,发现黄沙河片区高风险区域面积1.6 km2,主要集中在坑塘立交桥、龙岗大道;中风险区域面积3.2 km2,主要集中在同富裕工业区、新联北路;低风险区域面积2.8 km2,主要集中在坑塘立交桥、坪梓路,并分析易涝点的成因,提出改造建议.
Urban Flooding Risk Assessment and Countermeasure in Huangsha River Area in Shenzhen Based on MIKE FLOOD Coupling Model
To solve the urban waterlogging problem, taking the drainage division of Huangsha River District of Shenzhen city as an example, the urban waterlogging model was established based on the MIKE FLOOD platform and coupled with the urban rainwater pipe network , water system and topography and features, and the drainage scenarios of the study area under different recurrence periods such as once in 2 years, once in 10 years and once in 50 years were simulated and analyzed. The results show that the coupled model can directly reflect the depth and time of water accumulation, and with the increase of the recurrence period, the overflow point and the filled pipeline will increase. The MIKE FLOOD coupling model is established, and it is found that the high-risk area of Huangshahe area is 1.6 km2, mainly concentrated in Kangtang overpass and Longgang Avenue. The medium risk area covers 3.2 km2, mainly concentrated in Tongfuyu Industrial Zone and Xinlian North Road;The low-risk area is 2.8 km2, mainly concentrated in Kantang overpass and Pingzi Road, and the causes of water-prone points are analyzed, and suggestions are put forward.

urban floodingMIKE modelcoupled simulationrisk analysis

刘嵩、杨志、赵强、马志恒

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中建国际工程有限公司,安徽 合肥 230601

安徽建筑大学 环境与能源工程学院,安徽 合肥 230601

城市内涝 MIKE模型 耦合模拟 风险分析

安徽建筑大学博士启动项目中国建筑国际集团有限公司2023年度科技研发计划

2022QDZ06CSCI-2023-Z-27

2024

安徽建筑大学学报
安徽建筑工业学院

安徽建筑大学学报

影响因子:0.354
ISSN:2095-8382
年,卷(期):2024.32(3)