[1]吴允红,李俊奇,林聪,等.渗排型透水铺装下渗出流控制效能场地试验研究[J].中国给水排水,2022,38(11):126-132.
　WUYun-hong,LIJun-qi,LINCong,et al.Field Test of Bottom Outflow Control Efficiency in Permeable Pavement with Underdrainage[J].China Water & Wastewater,2022,38(11):126-132.
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渗排型透水铺装下渗出流控制效能场地试验研究

中国给水排水[ISSN:1000-4062/CN:12-1073/TU] 卷: 第38卷 期数: 2022年第11期 页码: 126-132 栏目: 出版日期: 2022-06-01
Title:
Field Test of Bottom Outflow Control Efficiency in Permeable Pavement with Underdrainage
作者:
吴允红1， 李俊奇1,2， 林聪3， 郭晓鹏1， 张兴宇1
（1.北京建筑大学 城市雨水系统与水环境教育部重点实验室，北京 100044；2.节能减排与城乡可持续发展省部共建协同创新中心，北京 100044；3.北京雨人润科生态技术有限责任公司，北京 100044）
Author(s):
WU　Yun-hong1， LI　Jun-qi1，2， LIN　Cong3， GUO　Xiao-peng1， ZHANG　Xing-yu1
（1. Key Laboratory of Urban Stormwater System and Water Environment ， Beijing University of Civil Engineering and Architecture， Beijing 100044， China； 2. Collaborative Innovation Center for Energy Conservation & Emission Reduction and Sustainable Urban?Rural Development in Beijing， Beijing 100044， China； 3. Beijing Yuren Rainwater Ecotechnology Co. Ltd.， Beijing 100044， China）
关键词:
渗排型透水铺装;  下渗出流控制;  面层结构;  雨前干期;  降雨重现期
Keywords:
permeable pavement with underdrainage;  bottom outflow control;  surface structure;  antecedent dry period;  rainfall return period
摘要:
实地搭建了5种面层结构不同的渗排型透水铺装，监测了每种透水铺装在2个雨前干期和7个降雨重现期下模拟降雨的下渗出流，并从有效滞留量的角度分析和量化了透水铺装面层结构、雨前干期、降雨重现期对透水铺装下渗出流控制效能的影响。与透水铺装范围内的降雨相比，在降雨强度为18.0~241.8 mm/h、雨前干燥期为0~2 d条件下，渗透率≥0.57 mm/s的透水铺装的下渗出流体积削减率、峰值削减率、峰值延时的范围分别为22%~100%、41%~100%、6~44 min。在5种透水铺装中，透水混凝土铺装的下渗出流控制效能最佳。下渗出流控制效能与降雨重现期呈负相关，而与雨前干期呈正相关，下渗出流控制效能随降雨重现期的增加先明显降低而后趋于稳定。
Abstract:
Five permeable pavements with different surface structures were built on the spot, the bottom outflow was monitored under rainfall events with two antecedent dry periods and seven rainfall return periods, and the effects of surface structure, antecedent dry period and rainfall return period on bottom outflow control efficiency were analyzed and quantified from the perspective of effective retention volume. Compared with the rainfall within the permeable pavement area, the bottom outflow volume reduction rate, peak reduction rate and peak delay of the permeable pavement with infiltration rate of more than 0.57 mm/s were in the range of 22%-100%, 41%-100% and 6-44 min respectively under the rainfall intensity of 18.0-241.8 mm/h and antecedent drying period of 0-2 days. Among the five kinds of permeable pavement, pervious concrete pavement had the best control efficiency of bottom outflow. The control efficiency of bottom outflow was negatively correlated with the rainfall return period, but positively correlated with the antecedent dry period. The control efficiency of bottom outflow decreased obviously first and then tended to be stable with the increase of rainfall return period.
更新日期/Last Update: 2022-06-01