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首页> 外文期刊>Journal of Hydrology >Stream depletion predictions using pumping test data from a heterogeneous stream-aquifer system (a case study from the Great Plains, USA)
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Stream depletion predictions using pumping test data from a heterogeneous stream-aquifer system (a case study from the Great Plains, USA)

机译:使用来自非均质流水含水层系统的抽水测试数据进行流耗预测(来自美国大平原的案例研究)

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摘要

This uniquely designed study investigates a fundamental issue-the feasibility of predicting stream depletion rates using linear uniform two-dimensional models. Required input for these models includes the hydraulic parameter estimates of the aquifer and the stream-aquifer interface, which may be obtainable through pumping test data analysis. This study utilizes pumping test data collected near the naturally meandering Prairie Creek, Platte River watershed, Nebraska, USA. Drawdown data were, obtained in eight piezometer clusters, located on both sides of the stream, each containing three piezometers screened at different aquifer depths. Parameter estimates and, thus, stream depletion predictions varied over a wide range. Large parameter variance and. a low degree of goodness. of fit between the calculated and measured data encountered during the analysis suggest deficiencies of the uniform aquifer models in describing significant physical processes. This was also shown by additional field experiments that indicate lateral and vertical aquifer heterogeneity. Hydrogeological and sedimentological considerations of the meandering stream architecture (point bar versus cut bank) and the application of a linear piecewise-homogeneous model yielded a higher degree of goodness of fit and higher confidence in stream depletion predictions. Aquifer heterogeneity appears to be the major reason for uncertainty in stream depletion predictions, though other possible sources of uncertainty should be considered. These include the model linearity, the Dupuit assumption, the simplified representation of the stream-aquifer interface, the approximation of the stream as a straight. line or a strip, and the impact of regional groundwater flow. (C) 2003 Elsevier B.V. All rights reserved. [References: 36]
机译:这项设计独特的研究调查了一个基本问题-使用线性均匀二维模型预测流耗率的可行性。这些模型所需的输入包括含水层和河流-含水层界面的水力参数估计值,这可以通过泵送测试数据分析获得。这项研究利用在美国内布拉斯加州普拉特河分水岭自然蜿蜒的草原河附近收集的抽水试验数据。降落数据是从位于河流两侧的八个压力计群集中获得的,每个群集都包含三个在不同含水层深度筛选的压力计。参数估计以及因此的流耗预测在很大范围内变化。参数差异较大。善良程度低。分析期间遇到的计算数据和测量数据之间的拟合度表明,统一的含水层模型在描述重要的物理过程方面存在缺陷。其他现场实验也表明了这一点,该实验表明了横向和纵向含水层的非均质性。蜿蜒曲折的河流结构的水文地质和沉积学考虑(点条与切岸)以及线性分段均质模型的应用产生了较高的拟合度和对河流枯竭预测的较高置信度。尽管应考虑其他可能的不确定性来源,但含水层的非均质性似乎是河流枯竭预测不确定性的主要原因。其中包括模型线性,Dupuit假设,流-含水层接口的简化表示,以直线形式近似的流。线或条带,以及对区域地下水流量的影响。 (C)2003 Elsevier B.V.保留所有权利。 [参考:36]

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