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基于SWMM耦合HEC-RAS的人工建设水网防洪排涝模拟研究OA

Research on Flood Control and Drainage Simulation of Artificial Water Networks Based on SWMM Coupled with HEC-RAS

中文摘要英文摘要

对新建城区的水文、水动力过程进行准确模拟分析是人工水网规划建设及新建城区内涝防治的关键.应用SWMM分布式水文模型耦合HEC-RAS二维水动力SWE-ELW模型,对安徽省阜阳市城南水网进行模型模拟及防洪排涝分析.结果表明,SWMM模型中计算参数更多,排涝模数随汇水分区面积增大而减小,且与规划泵站排涝模数接近,计算结果更为合理.城南水网排涝标准30年一遇工况下,城南水网水系汛期最高水位为27.89 m,满足排涝方案要求;各闸门过流流量与其河道底宽成正比,各闸门各过程线波动程度与其河道底宽成反比;水网先蓄后排削峰57.21 m3/s,错峰2.83 h,调蓄洪量169万m3,削峰率42.45%,防洪排涝效益显著.该方法具备一定的模拟效果及精度,可为相关人工建设水网的防洪排涝研究提供借鉴和指导.

Accurate simulation and analysis of hydrology and hydraulic processes in newly constructed urban areas are crucial for the planning and construction of artificial water networks and the prevention of flooding in newly constructed urban areas.A distributed hydrological model of SWMM was coupled with a two-dimensional hydrodynamic model(SWE-ELW)of HEC-RAS to simulate and analyze flood control and drainage in the southern water network of Fuyang City in Anhui Province.The results show that the number of calculation parameters in the SWMM model is more,and the drainage modulus decreases with increasing catchment area,which is close to the drainage modulus in planned pump stations,making the calculation results more reasonable.Under the condition of a 30-year return period of the southern water network drainage standard,the highest water level in the southern water network reaches 27.89 m during flood season,meeting the requirements of the drainage scheme.The flow through each gate is proportional to the river channel′s bottom width,and the fluctuation degree of each process line of each gate is inversely proportional to the river channel′s bottom width.The network first stores water before discharging it,reducing peak flow by 57.21 m3/s,delaying peak flow by 2.83 hours,storing flood by 1.69 million m3,and reaching a peak flow reduction rate of 42.45%,resulting in significant flood control and drainage benefits.This method has certain simulation effects and accuracy,which can provide reference and guidance for related studies on flood control and drainage in artificial water network construction.

夏铭辉;尹世洋

北京友馨绘水利工程设计有限责任公司,北京 100026华北电力大学水利与水电工程学院,北京 102206

水利科学

水网防洪排涝闸门SWMMHEC-RAS二维模型

water networkflood control and drainagegateSWMMHEC-RAStwo-dimensional model

《人民珠江》 2024 (006)

30-38 / 9

教育部中央高校基金(2019MS028)

10.3969/j.issn.1001-9235.2024.06.004

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