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Dependence of conductivities and anisotropies on geologic properties within the near-surface aquifier in Milwaukee, Wisconsin.

机译:威斯康星州密尔沃基近地水化器内电导率和各向异性对地质性质的依赖。

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The Silurian-Devonian dolomite portion of the aquifer system in southeastern Wisconsin consists of a series of alternating high (0.5 to 10 m/day) and low (less than 0.1 m/day) hydraulic conductivity (K) dolomites. The construction of 10 m tunnels through this sequence of dolomite units has created a hydraulic stress on the regional system that has allowed it to be studied in ways previously impossible. Several major conclusions can be drawn from this study of the near-surface aquifer (combination of Silurian Devonian dolomite and overlying glacial tills). The vertical anisotropy of hydraulic conductivity (K h/Kv) for the dolomite units is far larger than values from previous studies of this aquifer. The conceptual model that best explains hydraulic observations in low K units (aquitards) is a dual-porosity medium, while for high K units (aquifers) it is a porous medium. There is also a strong correlation between the hydraulic conductivity of the stratigraphic units and the density of discontinuities within these individual units. This may indicate that the aquifers are either behaving as equivalent porous media, or porous media and the discontinuity systems yield results that are indistinguishable.; Analysis of flux into the Milwaukee Metropolitan Sewerage District deep tunnels and potentiometric levels near these tunnels reveals that Kh /Kv for the dolomite units ranges from 25 to 2000, with K h/Kv values of aquifers approximately 10 times larger than Kh/Kv values of aquitards. The calibration of three finite-difference groundwater models and the verification of two of these models confirms the large values of Kh/Kv calculated by analytical techniques. In addition, sensitivity analysis indicates that this study's large values are necessary for the simulation of this aquifer to yield both reasonable fluxes into the deep tunnels and surface water bodies as well as reasonable potentiometric values throughout the aquifer.; Azimuthal electrical resistivity surveys, multiple-well-aquifer tests, dye tracer tests, and single-well aquifer tests, among other sources, reveal the best conceptual model for portions of the dolomite. The K of the units studied shows a strong correlation to the total density of discontinuities within the rock units. For Kh the best correlation is with the density of horizontal breaks. For Kv, it is with density of vertical joints. Other commonly used measures of fractured rock properties (including bulk porosity, abundance of vugs) were only weakly correlated to observed K. As a final note, the azimuthal resistivity surveys appear to indicate that the flow of water through clay-rich tills overlying the dolomite may also be influenced by discontinuities.
机译:威斯康星州东南部含水层系统的志留系-德文系白云岩部分由一系列交替的高(0.5至10 m /天)和低(小于0.1 m /天)水力传导率(K)白云岩组成。穿过这一系列白云岩单元的10 m隧道的施工在区域系统上产生了水力应力,这使得它可以用以前不可能的方式进行研究。从近地表含水层(志留纪泥盆纪白云岩和上覆的冰川耕层的组合)的研究中可以得出几个主要结论。白云岩单元水力传导率的垂直各向异性(K h / K v )远大于该含水层先前研究的值。最能解释低K单位(阿奎塔德)的水力观测的概念模型是双重孔隙介质,而对于高K单位(含水层)则是多孔介质。地层单元的水力传导率与这些单个单元内不连续点的密度之间也具有很强的相关性。这可能表明含水层表现为等效的多孔介质,或者表现为多孔介质,而间断系统产生的结果却难以区分。分析通向密尔沃基都市污水处理区深层隧道的通量以及这些隧道附近的电位水平,发现白云岩单位的K h / K v 范围为25至2000,其中K含水层的 h / K v 值大约是海quit的K h / K v 值的10倍。对三个有限差分地下水模型的标定以及对其中两个模型的验证证实了通过分析技术计算出的K h / K v 的较大值。此外,敏感性分析表明,该研究的大数值对于模拟该含水层是必要的,以产生进入深水隧道和地表水体的合理通量以及整个含水层的合理电位值。方位角电阻率调查,多井含水层测试,染料示踪剂测试和单井含水层测试以及其他来源,揭示了部分白云岩的最佳概念模型。研究的单位的K显示与岩石单位中不连续的总密度有很强的相关性。对于K h ,最佳相关性与水平中断的密度有关。对于K v ,它具有垂直关节的密度。其他常用的裂隙岩石特性度量(包括整体孔隙度,孔洞丰度)仅与观测到的K弱相关。最后要注意的是,方位电阻率调查似乎表明水流过覆盖白云岩的富含粘土的耕作流也可能受到不连续性的影响。

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