...
首页> 外文期刊>Ground water >Slug Test in Confined Aquifers, the Over-Damped Case: Quasi-Steady Flow Analysis
【24h】

Slug Test in Confined Aquifers, the Over-Damped Case: Quasi-Steady Flow Analysis

机译:密闭含水层中的塞测试,过阻尼的情况:准稳态流动分析

获取原文
获取原文并翻译 | 示例
           

摘要

In the great majority of slug tests performed in wells fully penetrating confined geologic formations, and for over-damped conditions, the response data are evaluated with the transient-flow model of Cooper et al. (1967) when the radial hydraulic conductivity K_r and the coefficient of specific storage S_s are to be estimated. That particular analytical solution, however, is computationally involved and awkward to use. Thus, groundwater professionals often use a few pre-prepared type-curves to fit the data by a rough matching procedure, visually or computationally. On the other hand, the method of Hvorslev (1951), which assumes the flow to be quasi-steady, is much simpler but yields only K_r estimates. In this work, we develop a complete quasi-steady flow model that includes a storage balance inside the aquifer and allows estimating K_r and S_s simultaneously, through matching of the well response data to a type-curve. The new model approximates the model of Cooper et al. closely and has the practical advantage that its solution type-curves are generated easily using an electronic spreadsheet, so that the optimal fit of data by a type-curve can be readily automated.
机译:在完全渗透受限地质构造的井中进行的大多数段塞试验中,对于过度阻尼的情况,都使用Cooper等人的瞬变流模型评估了响应数据。 (1967年)时,径向水力传导率K_r和比存储系数S_s将被估计。但是,该特定的分析解决方案在计算上涉及到并且难以使用。因此,地下水专业人员经常使用一些预先准备好的类型曲线,通过视觉或计算上的粗略匹配程序来拟合数据。另一方面,Hvorslev(1951)的方法假定流量是准稳定的,要简单得多,但仅得出K_r估计值。在这项工作中,我们开发了一个完整的准稳态流模型,该模型包括含水层内部的存储平衡,并通过将井响应数据与类型曲线匹配来同时估算K_r和S_s。新模型近似于Cooper等人的模型。紧密并具有实际优势,即可以使用电子电子表格轻松生成其解决方案类型曲线,从而可以轻松实现类型曲线对数据的最佳拟合。

著录项

  • 来源
    《Ground water》 |2012年第4期|p.608-613|共6页
  • 作者单位

    Institute for Environmental Research and Sustainable Development, National Observatory of Athens, Vas. Pavlou & I. Metaxa, 15236 Palea Penteli, Athens, Greece;

    Department of Civil Engineering and Geomatics, Technical University of Cyprus, Lemessos, Cyprus;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号