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天津城市下垫面降雨损失特性试验研究
引用本文:杨巧,汪志荣,潘声远,孙义秋.天津城市下垫面降雨损失特性试验研究[J].长江科学院院报,2022,39(2):21-27.
作者姓名:杨巧  汪志荣  潘声远  孙义秋
作者单位:天津理工大学 环境科学与安全工程学院, 天津 300384
基金项目:天津市自然基金重点项目(18JCZDJC39600);;天津市科技计划项目(16YDLJSF0030);
摘    要:城市下垫面降雨损失特性是城市水文学研究最为基础也是最重要的内容,以天津市西青区某高校为研究区域,在测量5种典型下垫面入渗及蒸发这2个重要的降雨损失环节基础上,采用情景分析的方法,选取5场代表性降雨事件分析了城市下垫面的降雨损失特性.结果表明:①绿地、沥青混凝土路面、铺砖路面初始入渗率分别为5.28、1.03、0.61 ...

关 键 词:城市下垫面  产汇流  入渗损失  蒸发损失  天津市
收稿时间:2020-10-16
修稿时间:2020-12-04

Experimental Study on Rainfall Loss Characteristics of Urban Underlying Surface in Tianjin
YANG Qiao,WANG Zhi-rong,PAN Sheng-yuan,SUN Yi-qiu.Experimental Study on Rainfall Loss Characteristics of Urban Underlying Surface in Tianjin[J].Journal of Yangtze River Scientific Research Institute,2022,39(2):21-27.
Authors:YANG Qiao  WANG Zhi-rong  PAN Sheng-yuan  SUN Yi-qiu
Institution:College of Environmental Science and Safety Engineering, Tianjin University of Science and Technology, Tianjin 300384, China
Abstract:The rainfall loss characteristics of urban underlying surface is the most basic and most important content of urban hydrology research. With a university in Xiqing District, Tianjin as the study area, and on the basis of measured infiltration loss and evaporation loss, which are two components of rainfall losses, of five typical underlying surfaces, we investigated the rainfall loss characteristics of urban underlying surface using the scenario analysis on five representative rainfall events. Results manifested that: 1) the initial infiltration rates of green land, asphalt concrete pavement, and brick pavement were 5.28 mm/min, 1.03 mm/min and 0.61 mm/min, respectively, while asphalt concrete pavement and SBS roofing were impermeable to water. 2) The rainfall losses on green land, asphalt concrete pavement, and brick pavement were infiltration losses, whereas evaporation and other losses were negligible; for the other two impervious underlying surfaces, infiltration loss was not observed, while evaporation and other losses could not be ignored. 3) On green land, runoff yield by excessive infiltration was only formed after about 50 min of heavy rainstorm events, 40 min and 10 min after heavy rainstorm and very heavy rainstorm respectively on asphalt concrete pavement, and 15 min, 20 min, and 5 min in rainstorm, heavy rainstorm and very heavy rainstorm events respectively on brick pavement. 4) Rainfall yielded rapidly on Terrazzo pavement and SBS roofing regardless of the rainfall type due to small losses.
Keywords:urban underlying surface  runoff yield and concentration  infiltration loss  evaporation loss  Tianjin  
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