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Hydrogeology and simulation of ground-water and surface-water flow in Pinal Creek Basin, Gila County, Arizona

机译:亚利桑那州吉拉县Pinal Creek盆地的水文地质学和地下水和地表水流动模拟

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摘要

Acidic water with elevated concentrations of metals has contaminated a stream and alluvial aquifer in a mining district near Globe, Arizona. The contaminated aquifer is a narrow layer of unconsolidated alluvium along Miami Wash and Final Creek. The purpose of this study was to evaluate the hydrogeology of this area and to simulate the surface- and ground-water flow. The alluvium overlies basin fill which extends throughout most of Final Creek basin. Together, the alluvium and basin fill comprise the primary aquifer in the basin. Horizontal hydraulic conductivities have been estimated to be about 200 m/day in the alluvium, and average linear, ground-water flow velocities are on the order of 5 m/day. Flow was simulated by a three-dimensional, finite-difference, ground-water flow model that maintains a streamflow water budget. Steady-state simulations were performed and adjusted to represent average annual water budget conditions. The transient simulation period covers September 1984 to April 1989, for which considerable data were available for model calibration.
机译:金属含量高的酸性水污染了亚利桑那州Globe附近一个矿区的溪流和冲积含水层。被污染的含水层是迈阿密水洗和Final Creek沿途的一窄层未固结冲积层。这项研究的目的是评估该地区的水文地质状况,并模拟地表水和地下水流。冲积层覆盖了盆地填充物,该填充物遍布整个Final Creek盆地。冲积层和盆地填充物共同构成了盆地中的主要含水层。据估计,在冲积层中水平水力传导率约为200 m / day,平均线性地下水流速约为5 m / day。通过三维有限差分地下水流模型模拟水流,该模型可维持水流水的预算。进行了稳态模拟,并进行了调整,以代表年度平均水预算状况。瞬态仿真期间为1984年9月至1989年4月,可用于模型校准的数据很多。

著录项

  • 作者

    Neaville Chris C.;

  • 作者单位
  • 年度 1991
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  • 原文格式 PDF
  • 正文语种 en
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