首页|基于Infoworks ICM模型的城市管网排水能力与内涝风险评估

基于Infoworks ICM模型的城市管网排水能力与内涝风险评估

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使用Infoworks ICM模型建立了六安市2个雨水分区的排水管网模型,选取了2场实测降水数据对模型进行率定验证,结果表明模型精度较高。通过设计6种不同重现期降雨事件,对研究区的管网排水能力和城市内涝风险进行评估,结果表明:随着暴雨强度增加,雨水管网超负荷比例不断增大,相比于1年一遇的情景20年一遇的情景超负荷管道占比增加了30。81%;同时,城市内涝淹没深度和淹没面积增加,相比于10年一遇的情景20年一遇的情景淹没面积增加65。03 hm2,进一步分析是由于雨水管径较小、河水顶托及区域地势低洼的影响。对城市雨水管网排水能力及城市内涝风险进行评估,可在城市雨水管网建设及改造过程中提出针对性建议。
Urban Pipe Network Drainage Capacity and Waterlogging Risk Assessment Based on Infoworks ICM Model
This paper uses the Infoworks ICM model to establish a drainage pipe network model for two rainwater districts in Lu'an City,and selects two measured precipitation data to calibrate and verify the model.The results show that the model is highly accurate.Six types of rainfall events with different return periods were designed,and the model was used to evaluate the drainage capacity of the pipe network and the risk of urban flooding in the study area.The results show that with the increase of rainstorm intensity,the proportion of overload of rainwater pipe network is increasing.Compared with the scenario of once-in-a-year,the proportion of overloaded pipelines in the scenario of once-in-20 years increased by 30.81%.Meanwhile,the flooded depth and area of the city in-creased.Compared with the scenario of once-in-10 years,the flooded area increased by 65.03ha in the scenario of once-in-20 years.Further analysis shows that it is affected by the smaller diameter of the rainwater pipe,the jack-ing of river water and low-lying terrain in the region.The assessment of the drainage capacity of urban rainwater pipe network and the risk of urban waterlogging can provide targeted suggestions during the construction and re-construction of urban rainwater pipe network.

rainwater pipe networkInfoworks ICMdrainage capacitywaterlogging risks

王成成

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上海勘测设计研究院有限公司,上海 200335

雨水管网 Infoworks ICM 排水能力 内涝风险

2024

绿色科技
花木盆景杂志社

绿色科技

影响因子:0.365
ISSN:1674-9944
年,卷(期):2024.26(12)