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张家川水源地渗流井允许开采量的数值模拟计算
引用本文:牟海斌,郭倩,陈枭萌,徐嘉璐.张家川水源地渗流井允许开采量的数值模拟计算[J].地下水,2014(1):1-3.
作者姓名:牟海斌  郭倩  陈枭萌  徐嘉璐
作者单位:长安大学环境科学与工程学院 教育部旱区地下水文与生态效应重点实验室 陕西省地下水与生态环境工程研究中心 干旱半干旱地区水资源与国土环境实验室,陕西 西安710054
基金项目:国家自然科学基金项目(40972154)
摘    要:在分析渗流井的结构与水流特征的基础上,通过引入等效渗透系数,结合当地地质、水文地质条件,构建渗流井取水的“渗流-管流”耦合模型,用于神木县张家川傍河水源地渗流井取水工程。确定水源地的布井方式与开采方案,计算水源地的平、枯水期允许开采量。结果得出:干水期允许开采量为35500 m3/d,枯水期允许开采量为11800 m3/d。

关 键 词:渗流井  地下水允许开采量  数值模拟  等效渗透系数  “渗流-管流”耦合模型

Numerical Simulation of Allowable Exploitation Amount of Seepage Wells in Zhangjiachuan Water Source
Mo Haibin,Guo Qian,Chen Xiaomeng,Xu Jialu.Numerical Simulation of Allowable Exploitation Amount of Seepage Wells in Zhangjiachuan Water Source[J].Groundwater,2014(1):1-3.
Authors:Mo Haibin  Guo Qian  Chen Xiaomeng  Xu Jialu
Institution:Mo Haibin, Guo Qian, Chen Xiaomeng, Xu Jialu
Abstract:By analyzing seepage wells ' structure, flow features as well as hydrogeological and geological characteristics of groundwater in Zhangjiachuan, Shenmu County, the paper induces equivalent penetration coefficient and establishes a"vadose flow- pipe flow" couling model of groundwater intaking from seepage wells to instruct field operations According to the model, allowa-ble exploitation amount in the period when the river level is at its normal level is 35 500 m3/d, while it in the period when the river level is lower than normal level is 11 800 m3/d. On the basis of research result, well distribution and exploitation plan are deter-mined.
Keywords:Seepage well  groundwater allowable exploitation amount  numerical simulation  equivalent penetration coeffi-cient  &quot  vadose flow- pipe flow&quot  couling model
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