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首页> 外文期刊>GSA Bulletin >Brittle structures and their role in controlling porosity and permeability in a complex Precambrian crystalline-rock aquifer system in the Colorado Rocky Mountain Front Range
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Brittle structures and their role in controlling porosity and permeability in a complex Precambrian crystalline-rock aquifer system in the Colorado Rocky Mountain Front Range

机译:科罗拉多落基山前山脉复杂的前寒武纪晶体-岩石含水层系统中的脆性结构及其在控制孔隙度和渗透率中的作用

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Expansion of the Denver metropolitan area has resulted in substantial residential development in the foothills of the Rocky Mountain Front Range. This type of suburban growth, characteristic of much of the semiarid intermountain west, often relies on groundwater from individual domestic wells and is exemplified in the Turkey Creek watershed. The watershed is underlain by complexly deformed and fractured crystalline bedrock in which groundwater resources are poorly understood, and concerns regarding groundwater mining and degradation have arisen. As part of a pilot project to establish quantitative bounds on the groundwater resource, an outcrop-based geologic characterization and numerical modeling study of the brittle structures and their controls on the flow system was initiated. Existing data suggest that groundwater storage, flow, and contaminant transport are primarily controlled by a heterogeneous array of fracture networks. Inspections of well-permit data and field observations led to a conceptual model in which three dominant lithologic groups underlying sparse surface deposits form the aquifer system—metamorphic rocks, a complex array of granitic intrusive rocks, and major brittle fault zones. Pervasive but variable jointing of each lithologic group forms the "background" permeability structure and is an important component of the bulk storage capacity. This "background" is cut by brittle fault zones of varying structural styles and by pegmatite dikes, both with much higher fracture intensities relative to "background" that likely make them spatially complex conduits. Probabilistic, discrete-fracture-network and finite-element modeling was used to estimate porosity and permeability at the outcrop scale using fracture network data collected in the field. The models were conditioned to limited aquifer test and borehole geophysical data and give insight into the relative hydraulic properties between locations and geologic controls on storage and flow. Results from this study reveal a complex aquifer system in which the upper limits on estimated hydraulic properties suggest limited storage capacity and permeability as compared with many sedimentary-rock and surficial-deposit aquifers.
机译:丹佛大都市区的扩张导致落基山前缘山麓地区的 住宅发展。这种类型的郊区增长是西部半干旱山间大部分地区的特征,通常依赖于单个家庭井中的地下水 ,在土耳其 中得到了体现。溪流域。该流域被复杂变形的 和破碎的结晶基岩所掩盖,其中对地下水资源 的了解不多,引起了对地下水开采和退化的担忧。作为建立地下水资源 定量范围的试点项目的一部分, 脆性结构的基于露头的 地质特征和数值模拟研究并启动了他们对流系统的控制 。现有数据表明,地下水的存储,流量, 和污染物运移主要受裂缝网络的异质 阵列控制。检查许可数据 和现场观察得出了一个概念模型,其中稀疏表面沉积物 之下的三个 主要岩性组形成了含水层系统,变质岩,花岗岩侵入岩的复杂阵列 和主要的脆性断裂带。 每个岩性群的普遍但可变的节理形成了 渗透性结构,是大容量存储的重要 组件。这种“背景”是由不同结构样式的脆性断层带切割的,而 是由伟晶岩堤防切割的,两者的断裂强度都比“背景”高得多。 ”,这可能会使它们在空间上变得复杂 概率模型用于使用露头网络中的 露头尺度估算孔隙度和渗透率。 / sup>对模型进行了有限的含水层测试和井眼 地球物理数据的调节,并深入了解了位置和存储上的地质控制之间的相对水力 属性并流动。这项研究的结果揭示了一个复杂的含水层系统 ,与许多沉积物相比,估计水力特性的上限建议的储水能力和渗透率受到限制。岩石和表面沉积含水层。

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  • 来源
    《GSA Bulletin 》 |2003年第11期| 1410-1424| 共15页
  • 作者单位

    U.S. Geological Survey, P.O. Box 25046, MS 973, Denver, Colorado 80225, USA;

    Department of Geological Sciences, Campus Box 250, University of Colorado, Boulder, Colorado 80309, USA;

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