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改进 Jacob 抽水试验分析方法中小“u”的特征描述。

Improved characterization of small "u" for Jacob pumping test analysis methods.

机构信息

Department of Earth Sciences, Newton Horace Winchell School of Earth Sciences, University of Minnesota, 310 Pillsbury Dr. SE, Minneapolis, MN 55455, USA.

出版信息

Ground Water. 2012 Mar-Apr;50(2):256-65. doi: 10.1111/j.1745-6584.2011.00839.x. Epub 2011 Jul 11.

Abstract

Numerous refinements have been proposed to traditional pumping test analyses, yet many hydrogeologists continue to use the Jacob method due to its simplicity. Recent research favors hydraulic tomography and inverse numerical modeling of pumping test data. However, at sites with few wells, or relatively short screens, the data requirements of these methods may be impractical within physical and fiscal constraints. Alternatively, an improved understanding of the assumptions and limitations of Theis and, due to their widespread usage, Jacob analyses, leads to improved interpretations in data-poor environments. A fundamental requirement of Jacob is a "small" value of u = f(r(2)/t), with radial distance, r, and pumping time, t. However, selection of a too stringent (i.e., too low) maximum permissible u-value, u(max), results in rejection of usable data from wells beyond a maximum radius, r(max). Conversely, data from small radii, less than r(min), where turbulent- and vertical-flow components arise, can result in acceptance of inappropriate data. Usage of drawdown data from wells too close to the pumping well, and exclusion of data from wells deemed too far, can cause unrealistic aquifer transmissivity, permeability, and storativity determinations. Here, data from an extensive well field in a glacial-outwash aquifer in north-central Minnesota, USA, are used to develop a new estimate for u(max). Traditionally quoted values for u(max) range from 0.01 to 0.05. Our proposed value for Jacob distance-drawdown analyses is significantly higher with u(max) up to 0.2, resulting in larger allowable r(max)-values and a higher likelihood of inclusion of additional wells in such pumping test analyses.

摘要

已经提出了许多对传统抽水试验分析的改进方法,但由于其简单性,许多水文地质学家仍然使用雅各布法。最近的研究倾向于水力层析成像和抽水试验数据的逆数值模拟。然而,在井数较少或相对较短的筛管的情况下,这些方法的数据要求在物理和财务限制下可能不切实际。或者,对泰斯假设和雅各布分析的假设和限制有了更好的理解,由于它们的广泛应用,导致在数据匮乏的环境中进行了更好的解释。雅各布法的一个基本要求是 u = f(r(2)/t) 的“小”值,其中 r 是径向距离,t 是抽水时间。然而,选择过于严格(即过低)的最大允许 u 值 u(max),会导致超出最大半径 r(max)的井中的可用数据被拒绝。相反,来自小半径 r(min)的数据,其中会出现湍流和垂直流动分量,可能会导致接受不合适的数据。使用离抽水井太近的井的降落数据,并排除被认为太远的井的数据,可能会导致不现实的含水层导水率、渗透率和储水率确定。在这里,我们使用美国明尼苏达州中北部冰碛含水层中的一个广泛的井场数据来开发一个新的 u(max)估计值。传统上,u(max)的范围从 0.01 到 0.05。我们建议的雅各布距离降落分析的 u(max)值要高得多,高达 0.2,从而允许更大的 r(max)值,并更有可能在这种抽水试验分析中纳入更多的井。

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