首页|基于SWMM的车库顶板虹吸排水收集系统排水性能模拟

基于SWMM的车库顶板虹吸排水收集系统排水性能模拟

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为探究车库顶板虹吸排水收集系统的排水性能,以重庆市某住宅小区车库顶板虹吸排水项目为例,提出了一种基于暴雨洪水管理模型(SWMM)的车库顶板虹吸排水模拟方法,结合径流系数法和现场实测数据对模型的可靠性和准确性进行了验证,并模拟分析了研究区的虹吸排水收集系统在不同设计重现期下的下渗与排水过程.结果表明,模型可较好地反映研究区虹吸系统的水力特性与排水能力,且在 5 年一遇设计重现期下虹吸排水管可较好地实现虹吸状态的启动,并有效排除车库顶板排水层内的滞水而未产生明显积水现象.但其排水槽尺寸设计存在充满度过低的问题,而采用逐渐增大排水槽尺寸的优化设计可显著增加充满度,提升排水利用率.
Simulation of Drainage Performance of Garage Roof Siphon Drainage Collection System Based on SWMM
A simulation method based on the stormwater management model(SWMM)was proposed to investigate the drainage performance of a garage roof siphon drainage collection system in a residential community located in Chongqing.The reliability and accuracy of the model were confirmed through the utilization of the runoff coefficient method and field-measured data.Subsequently,the infiltration and drainage processes of the siphon drainage collection system were simulated and analyzed under various design return periods.The results show that the model is capable of accurately representing the hydraulic properties and drainage capabilities of the siphon system within the designated study region.Moreover,the siphon drainage pipe can successfully initiate the siphon state during the 5-year design return peri-od.The system effectively mitigates water retention in the drainage layer of the garage roof without any discernible pon-ding occurrences.However,the size design of drainage channel exhibits certain imperfections,including insufficient fill-ing.An optimization design strategy that gradually increases the drainage channel's size can substantially enhance the fill-ing and augment the drainage utilization rate.

siphon drainagegarage roofnumerical simulationSWMMdrainage channel size

宋长甫

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中铁二十局集团房地产开发有限公司, 重庆 401336

虹吸排水 车库顶板 数值模拟 SWMM 排水槽尺寸

中铁二十局集团有限公司科研项目

YF2199LJ16B

2024

水电能源科学
中国水力发电工程学会 华中科技大学 武汉国测三联水电设备有限公司

水电能源科学

CSTPCD北大核心
影响因子:0.525
ISSN:1000-7709
年,卷(期):2024.42(3)
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