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基于SWMM和FVCOM模型的城市多级排水系统改造模拟研究

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[目的]利用数值模型开展城市不同尺度的多级排水系统排水性能分析对于提升排水系统运行效率和降低城市内涝风险具有重要意义.[方法]以山西省孝义市古城规划区为研究区域,通过对历史涝点和现状排水系统调研分析,提出了基于"管—涵—河"的多级排水系统改造方案,采用开源模型SWMM和FVCOM进行一二维水文水动力耦合建模,模拟对比了改造前后研究区管网溢流和内涝积水情况,并对有客水入侵的极端工况进行了计算分析.[结果]结果表明:在现状情形下,即使降雨重现期为3 a或5 a一遇,古城规划区也会出现较严重的管网溢流;相比之下,改造后,30 a一遇降雨情景下,管网溢流节点数量降低了 28%,最大积水深度较改造前降低了 0.44 m,积水淹没范围显著减小.箱涵、护城河的运行状况良好,峰值流量均低于最大允许流量,楼东公园蓄洪池和城东蓄洪池均未出现超过水位和水量上限的情况.在客水工况下,古城核心区积水无明显增加.[结论]基于SWMM和FVCOM的耦合模型在城市多级排水系统建模评估中应用较好,"管—涵—河"工程改造是提高城市应对暴雨内涝灾害能力的一种有效手段.
Simulation study of urban multistage drainage system modification based on SWMM and FVCOM model
[Objective]The use of numerical modeling to carry out drainage performance analysis of multistage drainage systems at different scales in urban areas is important for improving the operational efficiency of drainage systems and reducing the risk of ur-ban flooding.[Methods]Taking the ancient city planning area of Xiaoyi City,Shanxi Province,as the study area,through the research and analysis of the historical flooding point and the current drainage system,a multilevel drainage system renovation scheme based on"pipe-culvert-river"is proposed,and the open-source models SWMM and FVCOM are used to carry out the coupled one-and two-dimensional hydrological and hydrodynamic modeling,and the simulation and comparison of the pipeline network and flooding waterlogging situation in the study area are carried out before and after the renovation.The simulation com-pares the pipe network overflow and waterlogging in the study area before and after the retrofit,and the extreme working condition with guest water intrusion is calculated and analyzed.[Results]The result show that:under the status quo scenario,even if the rainfall return period is one in 3 a or 5 a,the ancient city planning area will have more serious pipe network overflow;in con-trast,after the retrofit,under the rainfall scenario of one in 30 a,the number of pipe network overflow nodes is reduced by 28%,the maximum depth of waterlogging is reduced by 0.44 m compared with the pre-retrofit scenario,and the scope of waterlogging inundation is significantly reduced.The box culvert and moat were in good operating condition,with peak flows below the maxi-mum allowable flow,and neither the Loudong Park flood storage pool nor the Chengdong flood storage pool exceeded the upper limit of water level and volume.There was no significant increase in water accumulation in the core area of the Old City under the passenger water condition.[Conclusion]The coupled model based on SWMM and FVCOM is well applied in the modeling and e-valuation of urban multilevel drainage systems,and the"pipe-culvert-river"engineering modification is an effective means to improve the ability of cities to cope with the disaster of heavy rainfall and flooding.

urban floodingnumerical simulationmultistage drainage systemSWMM modelFVCOM model

魏书仪、刘非、袁绍春、陈垚、李陪然

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重庆交通大学水利水运工程教育部重点实验室,重庆 400074

重庆交通大学河海学院,重庆 400074

重庆交通大学环境水利工程重庆市工程实验室,重庆 400074

城市内涝 数值模拟 多级排水系统 SWMM模型 FVCOM模型

2024

水利水电技术(中英文)
水利部发展研究中心

水利水电技术(中英文)

CSTPCD北大核心
影响因子:0.456
ISSN:1000-0860
年,卷(期):2024.55(12)