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A stochastic model for estimating groundwater and contaminant discharges from fractured rock passive flux meter measurements

机译:用于从裂隙岩石无源通量计测量结果估算地下水和污染物排放量的随机模型

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摘要

Estimation of water and contaminant discharges is an important hydrological problem. Fractured rock aquifers are recognized as highly complex flow and transport systems, and the fractured rock passive flux meter (FRPFM) is a recently tested device to simultaneously measure cumulative water and contaminant mass fluxes in fractures intersecting an observation well (boring). Furthermore, the FRPFM is capable of indicating orientations and directions of flow in hydraulically active ("flowing") fractures. The present work develops a discharge estimator for when FRPFM measurements of fracture fluxes in the direction perpendicular to a transect (control plane) along one or more observation wells are available. In addition, estimation uncertainty in terms of a coefficient of variation is assessed based on a Monte Carlo approach under normalized conditions. Sources of uncertainty considered are spatially random fracture trace locations, random trace lengths, and orientations as well as variability of trace average fluxes (including smooth spatial trends), variability of local fluxes within traces, and flux measurement errors. Knowledge about the trace length distribution, which is commonly not available from borehole surveys, is not required for discharge estimation. However, it does affect the uncertainty assessment, and equations for upper uncertainty bounds are given as an alternative. In agreement with general statistical inference, it is found that discharge uncertainty decreases proportionally with the number of fluxes measured. Results are validated, and an example problem illustrates practical application and performance.
机译:估算水和污染物的排放量是一个重要的水文问题。裂隙含水层被认为是高度复杂的流动和运输系统,而裂隙岩石无源通量计(FRPFM)是最近经过测试的设备,可同时测量与观察井相交(钻孔)的裂缝中累积的水和污染物质量通量。此外,FRPFM能够指示水力活动(“流动”)裂缝中的流动方向和方向。本工作开发了一种排放估算器,用于在沿一个或多个观测井的垂直于断面(控制平面)方向的裂缝通量进行FRPFM测量时可用。另外,基于归一化条件下的蒙特卡罗方法评估了根据变异系数的估计不确定性。所考虑的不确定性来源是空间上随机的裂缝痕迹位置,随机的痕迹长度和方向,以及痕量平均通量的变化(包括平滑的空间趋势),痕量内局部通量的变化以及通量测量误差。估算排放量不需要了解孔距分布(通常无法从井眼调查中获得)的知识。但是,它确实会影响不确定性评估,因此可以选择不确定性上限的公式。与一般的统计推断一致,发现放电不确定度与测得的磁通量成比例地降低。结果得到验证,示例问题说明了实际应用和性能。

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  • 来源
    《Water resources research》 |2013年第3期|1277-1291|共15页
  • 作者单位

    Department of Civil and Coastal Engineering, University of Florida,Gainesville, Florida, USA,Inter-Disciplinary Program in Hydrologic Sciences, University of Florida, Gainesville, Florida, USA;

    Inter-Disciplinary Program in Hydrologic Sciences, University of Florida, Gainesville, Florida, USA,Department of Environmental Sciences and Sustainable Development,Federal University of Bahia, Barreiras, Bahia, Brazil,Department of Civil and Coastal Engineering, University of Florida, Gainesville, FL 32611-6580, USA;

    Department of Civil and Coastal Engineering, University of Florida,Gainesville, Florida, USA,Inter-Disciplinary Program in Hydrologic Sciences, University of Florida, Gainesville, Florida, USA;

    Department of Civil and Coastal Engineering, University of Florida,Gainesville, Florida, USA,Inter-Disciplinary Program in Hydrologic Sciences, University of Florida, Gainesville, Florida, USA;

    Inter-Disciplinary Program in Hydrologic Sciences, University of Florida, Gainesville, Florida, USA,Department of Environmental Engineering Sciences, University of Florida, Gainesville, Florida, USA;

    Inter-Disciplinary Program in Hydrologic Sciences, University of Florida, Gainesville, Florida, USA,Department of Environmental Engineering Sciences, University of Florida, Gainesville, Florida, USA;

    Center for Applied Groundwater Research and School of Engineering, University of Guelph, Guelph, Ontario, Canada;

    Center for Applied Groundwater Research and School of Engineering, University of Guelph, Guelph, Ontario, Canada;

    Center for Applied Groundwater Research and School of Engineering, University of Guelph, Guelph, Ontario, Canada;

    Center for Applied Groundwater Research and School of Engineering, University of Guelph, Guelph, Ontario, Canada;

    Center for Applied Groundwater Research and School of Engineering, University of Guelph, Guelph, Ontario, Canada;

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