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水力发电学报 ›› 2019, Vol. 38 ›› Issue (5): 57-71.doi: 10.11660/slfdxb.20190507

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城市典型LID措施水文效应及雨洪控制效果分析

  

  • 出版日期:2019-05-25 发布日期:2019-05-23

Hydrological responses and stormwater control effects of typical urban LID measures

  • Online:2019-05-25 Published:2019-05-23

摘要: 城市化的快速发展加剧了城市内涝灾害及水污染问题。以天津市蓟州区某小区为研究区域,根据其规划方案,在透水铺装物理实验基础上,建立SWMM模型,模拟不同降雨事件中7种规划方案的径流控制效果,分析在一定区域内采用自然排水系统代替雨水管网的可行性,以及单独布设透水铺装、下凹绿地、植草沟、生物滞留区和组合LID方案对径流的控制作用。结果表明:通过植草沟等完成汇流是可行的,并且能达到更好的控制效果。LID措施能够削减径流总量、洪峰流量、积水量,延迟峰现时间,且控制效果在低重现期、短历时降雨时更为显著。其中,组合LID方案的控制效果最优;透水铺装和生物滞留区对洪峰流量的削减效果最显著;植草沟单独铺设时,雨洪控制效果较差。

关键词: 雨洪控制, 典型LID, 水文效应, 透水铺装, SWMM模型

Abstract: Rapid development of urbanization has aggravated the problem of urban waterlogging and water pollution. In the present study of a residential area in Jizhou District of Tianjin, a SWMM model is developed on the basis of its planning scheme and a physical experiment of permeable pavement, and the stormwater control effects of seven planning schemes for different rainfall events are simulated. We explore the feasibility of adopting a natural drainage system in replacement of a rainwater pipe network in a certain area, and examine the control of different schemes ? separate permeable pavement, depressed green, vegetative swale, bio-retention facility, and combined low impact development (LID) measures. The results indicate that it is feasible for the natural drainage system to complete the flow convergence through permeable pavement, etc. and these measures can achieve a better control effect. Combined LID measures can reduce total runoff, flood peak flow and water accumulation, and delay peak time, thereby producing a more effective stormwater control for the rainfalls with a short return period and short duration. Among all the measures examined, the scheme of combined LID measures is best in stormwater control, the combination of permeable pavement and bio-retention facility is best in reduction of peak flow, and vegetative swale has a poor stormwater control effect.

Key words: stormwater control, typical LID, hydrological effects, permeable pavement, SWMM model

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