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作 者:周亚醒 陈浩 张飞[1] 张岩 ZHOU Yaxing;CHEN Hao;ZHANG Fei;ZHANG Yan(Shandong Provincial Lunan Geology and Exploration Institute,Yanzhou 272100,China;North West University,Xi’an 710069,China)
机构地区:[1]山东省鲁南地质工程勘察院(山东省地勘局第二地质大队),山东兖州272100 [2]西北大学,陕西西安710069
出 处:《水文》2022年第6期78-82,共5页Journal of China Hydrology
摘 要:以邹城西毛堂水源地为例,进行了历时33天的大型群孔抽水试验,获得了系统的试验数据。综合考虑含水层结构和地下水补径排条件,地下水流模型概化为第一类越流模型。基于群井干扰和水头降深叠加原理,利用最小二乘法和抽水试验资料,求得含水层渗透系数和贮水系数。Taking the West Maotang water source of Zoucheng as an example,this paper carried out a 33-days large-scale group hole pumping test.Comprehensively considering the aquifer structure and groundwater replenishment and drainage conditions,the groundwater flow model was generalized into the first type of leap-flow model.Based on the model of first type leaky system in groundwater dynamics,the principle of superposition of head drop and its analytical solution of group well interference was adopted,and the hydraulic conductivity and water storage were calculated by using the least square method.
关 键 词:抽水试验 水文地质参数 第一类越流模型 岩溶含水层
分 类 号:P641[天文地球—地质矿产勘探]
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