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地表径流与地下管流耦合的城市暴雨洪涝动力学模型

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为准确模拟城市暴雨洪涝过程,建立了地表径流与地下管流耦合的城市暴雨洪涝动力学模型,该模型主要包括二维地表径流模块、一维地下管流模块、地表径流与地下管流交互模块以及重点基础设施受淹模块。二维地表径流模块采用二维浅水方程和Horton下渗公式模拟地表产汇流过程,地下管流模块采用TPA法与Godunov格式有限体积法求解一维管流方程模拟城市排水管网内复杂流态的水流运动,两模块采用基于雨水口泄流及溢流能力的交互模块进行耦合。将模型应用于武汉市青山区港西排水片区,利用港西排水片区5年一遇降雨渍水风险图验证了模型的精度,同时模拟了 100年一遇降雨条件下的城市暴雨洪涝过程。结果表明:该模型计算精度良好,超过88。8%的渍水点模拟水深与官方发布成果一致;100年一遇降雨条件下港西排水片区中度积水和重度积水的面积分别占研究区面积的12。52%和1。16%。
Urban rainstorm flood dynamic model coupled with surface runoff and sewer flow
In order to accurately simulate urban rainstorm flood process,an urban rainstorm flood dynamic model coupled with surface runoff and sewer flow was established.The model mainly includes two-dimensional surface runoff module,one-dimensional sewer flow module,surface runoff and sewer flow interaction module and key infrastructure inundation module.The two-dimensional surface runoff module used the two-dimensional shallow water equation and Horton infiltration formula to simulate the surface runoff process.The sewer flow module used TP A method and Godunov finite volume method to solve one-dimensional pipe flow equations and simulate complex flow patterns in urban drainage networks.The two modules were coupled using formulas based on the discharge and overflow capacity of street inlets.The model was applied to Gangxi drainage area in Qingshan District,Wuhan City.The accuracy of the model was verified by using the 5 a return period rainfall waterlogging risk map of Gangxi drainage area,and the urban rainstorm flood process under the 100a return period rainfall was simulated.The results show that the model has good calculation accuracy,and the simulated water depth of over 88.8%of waterlogging points is consistent with the official published results.Under the condition of the 100a return period rainfall,the areas of moderate and severe waterlogging in the Gangxi drainage area account for 12.52%and 1.16%of the study area,respectively.

urban rainstorm floodsurface runoffsewer flowhydrodynamic modelWuhan City

董柏良、夏军强、王小杰、李启杰

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武汉大学水资源工程与调度全国重点实验室,湖北武汉 430072

广东省水利水电科学研究院,广东 广州 510635

城市暴雨洪涝 地表径流 地下管流 水动力模型 武汉市

2024

水资源保护
河海大学 中国水利学会环境水利研究会

水资源保护

CSTPCD北大核心EI
影响因子:0.827
ISSN:1004-6933
年,卷(期):2024.40(6)