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海绵城市建设中土水特征曲线对产流的影响
引用本文:孙召东,李再兴,宋洪庆,邢奕,张海龙,祝庆辉,李正一.海绵城市建设中土水特征曲线对产流的影响[J].中国给水排水,2020(9):117-122.
作者姓名:孙召东  李再兴  宋洪庆  邢奕  张海龙  祝庆辉  李正一
作者单位:河北科技大学建筑工程学院;北京科技大学土木与资源工程学院;河北科技大学环境科学与工程学院;北京科技大学能源与环境工程学院;庄河市海绵城市建设办公室
基金项目:北京市科技新星计划项目(Z171100001117081);庄河市“海绵城市”建设试点项目;河北科技大学研究生创新资助项目。
摘    要:土壤土水特征曲线是海绵城市建设中源头控制阶段的重要参数,是降雨入渗及产流研究的理论基础。针对海绵城市试点庄河市建设的实际情况,对当地3类土壤进行土水特征曲线测定,拟合计算得到土壤基质吸力、非饱和导水系数方程,结合Green-Ampt改进模型计算各类土壤所处区域在不同降雨强度下的雨水入渗及产流情况。结果表明:土壤入渗能力总体呈现为人工回填土>裸露坡地土>耕种土,人工回填土的入渗率是其他土壤的1.1~4.4倍。在降雨强度为大暴雨等级时,人工回填土的延迟产流时间是其他土壤的1.9~5.8倍;在特大暴雨时,3类土壤短时间内均会产生超渗产流,此时在延缓洪峰时间、控制洪峰流量上没有明显作用。

关 键 词:产流  土水特征曲线  非饱和导水系数  GREEN-AMPT模型  海绵城市

Effect of Soil-water Characteristic Curve on Runoff in Sponge City Construction
SUN Zhao-dong,LI Zai-xing,SONG Hong-qing,XING Yi,ZHANG Hai-long,ZHU Qing-hui,LI Zheng-yi.Effect of Soil-water Characteristic Curve on Runoff in Sponge City Construction[J].China Water & Wastewater,2020(9):117-122.
Authors:SUN Zhao-dong  LI Zai-xing  SONG Hong-qing  XING Yi  ZHANG Hai-long  ZHU Qing-hui  LI Zheng-yi
Affiliation:(School of Civil Engineering,Hebei University of Science and Technology,Shijiazhuang 050018,China;School of Civil and Resource Engineering,University of Science and Technology Beijing,Beijing 100083,China;School of Environmental Science and Engineering,Hebei University of Science and Technology,Shijiazhuang 050018,China;School of Energy and Environmental Engineering,University of Science and Technology Beijing,Beijing 100083,China;Zhuanghe City Sponge City Construction Office,Zhuanghe 116400,China)
Abstract:The soil-water characteristic curve of soil is an important parameter in the source control stage of sponge city construction,and it is the theoretical basis for the study of rainfall infiltration and runoff.According to the actual situation of sponge city construction of Zhuanghe(a pilot sponge city),the soil water characteristic curves of three local soils were determined,and the soil matrix suction and unsaturated permeability equation were obtained by fitting calculation.Then,the rainfall infiltration and runoff under different rainfall intensities were calculated by using the Green-Ampt improved model.The order of soil infiltration capacity was as follows:manual backfill soil>bare slope soil>tillage soil,and the infiltration rate of the manual backfill soil was about 1.1-4.4 times that of the other soils.During a heavy rain,the delayed runoff time of the manual backfill soil was 1.9-5.8 times that of the other soils.In the case of an extremely heavy rain,all the three kinds of soil would produce excess runoff in a short time,which had no obvious effect on delaying flood peak time and controlling flood peak flow.
Keywords:runoff  soil-water characteristic curve  unsaturated permeability  Green-Ampt model  sponge city
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