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岩溶峰丛洼地区降水入渗系数——以寨底岩溶地下河流域为例
引用本文:易连兴,夏日元,王 喆,卢海平,赵良杰.岩溶峰丛洼地区降水入渗系数——以寨底岩溶地下河流域为例[J].中国岩溶,2017,36(4):512-517.
作者姓名:易连兴  夏日元  王 喆  卢海平  赵良杰
作者单位:中国地质科学院岩溶地质研究所/国土资源部、广西岩溶动力学重点实验室
基金项目:西南典型岩溶地下河调查与动态评价(1212011220959)
摘    要:大气降水入渗系数α、地下水径流模数M是最基础的水文地质参数,文章以封闭型寨底岩溶地下河流域结合2013年3月至2014年2月一个完整水文年的水位、流量、雨量高频率监测数据,采用水量均衡法得到了岩溶区枯平丰水期大气降水入渗系数,分别为0.352、0.528、0.726,平均入渗系数为0.635。地下水径流模数分别为8.32、19.80、61.15 L·s-1·km-2,年平均径流模数为33.36 L·s·-1·km-2。其计算方法和计算结果对同类型岩溶区水资源评价等有一定的借鉴意义。 

关 键 词:岩溶地下河流域    水量均衡法    入渗系数    径流模数    自动监测

Infiltration coefficient of precipitation in karst peak-cluster depression area:A case study of Zhaidi karst underground river basin
YI Lianxing,XIA Riyuan,WANG Zhe,LU Haiping and ZHAO Liangjie.Infiltration coefficient of precipitation in karst peak-cluster depression area:A case study of Zhaidi karst underground river basin[J].Carsologica Sinica,2017,36(4):512-517.
Authors:YI Lianxing  XIA Riyuan  WANG Zhe  LU Haiping and ZHAO Liangjie
Institution:Institute of Karst Geology, CAGS/Key Laboratory of Karst Dynamics,MLR&GZAR
Abstract:The precipitation infiltration coefficient α and groundwater runoff modulus M are the most basic hydrogeological parameters.In this paper,based on the high frequency monitoring data of water level, flow, precipitation of Zhaidi karst underground river basin in a hydrological year from March 2013 to February 2014,the precipitation infiltration coefficients for dry season, normal season and rainy season have been computed by means of water balance method,which are 0.352, 0.528, 0.726,respectively, and the average infiltration coefficient is 0.635. The groundwater runoff modulus are 8.32,19.80,61.15 L·s-1·km-2, respectively for the above three seasons, and the average annual runoff modulus is about 33.36 L·s-1·km-2. The calculation method and values of precipitation infiltration coefficient and groundwater runoff modulus have certain reference significance in water resources evaluation for the same karst area. 
Keywords:karst underground river basin  water balance method  infiltration coefficient  runoff modulus  automatic monitoring
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