首页> 外文学位 >Hydrogeological analysis of a mountainous groundwater system: Fraser River Watershed, Grand County, Colorado.
【24h】

Hydrogeological analysis of a mountainous groundwater system: Fraser River Watershed, Grand County, Colorado.

机译:山区地下水系统的水文地质分析:科罗拉多州格兰德县弗雷泽河分水岭。

获取原文
获取原文并翻译 | 示例

摘要

The purpose of this study is to quantify the hydrogeology of the Fraser River watershed, a mountainous drainage system in north-central Colorado. Groundwater withdrawal is concentrated in the channel-fill deposits of the late Oligocene and Miocene Troublesome Formation, deposited in the Fraser basin. Limited grain-size analyses suggest that the aquifers are composed chiefly of unconsolidated medium- to coarse-grained sand and pebble gravel. Aquifer hydraulic conductivity values calculated from multiwell pumping tests are approximately 1x10-4 m/s, one order of magnitude greater than the values from single-well slug tests. Numerical models developed to simulate pumping tests yield sand-and-gravel hydraulic conductivity values ranging from 1x10-5 m/s to 1x10-3 m/s. Laboratory measurements of samples of indurated siltstone of the Troublesome Formation produce conductivity values ranging from 2x10-10 m/s to 6x10 -10 m/s. The large variation range in hydraulic conductivity reflects the influence of varying lithology and the scale of tested volumes.;A steady state groundwater-flow model of the Fraser River watershed is developed and calibrated using 24 observation wells in the Fraser River valley and estimated baseflow of the Fraser River. Modeling results suggest that surface recharge is the major source of groundwater in the watershed and varies as a function of elevation. Groundwater exits the watershed through evapotranspiration and discharge to rivers. The hydraulic head distribution from the steady state model follows topography and is used as the initial condition for modeling groundwater-withdrawal scenarios. Drawdown from daily pumping from the thick sands and gravels of the Troublesome Formation stabilizes within one year for hydraulic conductivity of 1x10-5 m/s and 1x10-3 m/s. When the duration of pumping is doubled, the drawdown stabilizes within two to four years. The radius of the cone of depression varies in the range of hundreds of meters. Pumping wells withdraw approximately two and 15 percent of the groundwater flow through the well field for hydraulic conductivity of 1x10-3 m/s and 1x10-5 m/s, respectively. This study suggests that the groundwater system can sustain current and future withdrawals.
机译:这项研究的目的是量化弗雷泽河流域的水文地质学,该流域是科罗拉多州中北部的山区排水系统。地下水抽取集中在晚辉世和中新世麻烦层组的通道填充沉积物中,沉积在弗雷泽盆地。有限的粒度分析表明,含水层主要由未固结的中粒至粗粒沙子和卵石砾石组成。通过多井抽水试验计算出的含水层水力传导率值约为1x10-4 m / s,比单井抽油头试验的数值大一个数量级。为模拟抽水试验而开发的数值模型产生的砂砾水力传导率值范围为1x10-5 m / s至1x10-3 m / s。麻烦的地层中硬质粉砂岩样品的实验室测量得出的电导率值范围为2x10-10 m / s至6x10 -10 m / s。较大的水力传导率变化范围反映了岩性变化和试验量规模的影响。弗雷泽河流域的稳态地下水流量模型是利用弗雷泽河谷中的24口观测井和估计的底流量开发并校准的弗雷泽河。模拟结果表明,地表补给是流域中地下水的主要来源,并随海拔变化而变化。地下水通过蒸散作用从流域流出,并排入河流。稳态模型中的水头分布遵循地形,并用作对地下水开采情景进行建模的初始条件。麻烦层地层的厚砂和砾石每天抽水产生的压降在1x10-5 m / s和1x10-3 m / s的水力传导率下在一年内稳定下来。当抽水时间延长一倍时,水位下降将在两到四年内稳定下来。凹陷锥的半径在数百米的范围内变化。抽水井通过井场抽取大约2%和15%的地下水流量,水力传导率分别为1x10-3 m / s和1x10-5 m / s。这项研究表明,地下水系统可以维持当前和将来的开采量。

著录项

  • 作者

    Aigler, Brent Vickery.;

  • 作者单位

    University of Colorado at Boulder.;

  • 授予单位 University of Colorado at Boulder.;
  • 学科 Geology.;Hydrology.
  • 学位 M.S.
  • 年度 2010
  • 页码 189 p.
  • 总页数 189
  • 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