爱荷华州得梅因展望公园附近的得梅因河冲积含水层的稳态地下水流动模型

Kendall M. FitzGerald, Wonsook S. Ha, A. Haj, L. R. Gruhn, Emilia L. Bristow, Jared R. Weber
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引用次数: 1

摘要

得梅因河冲积含水层是得梅因水厂的重要水源,得梅因水厂是为爱荷华州得梅因及周边城市的居民提供住宅和商业用水的市政供水设施。作为更好地了解得梅因河冲积含水层地下水资源的第一步,美国地质调查局与得梅因水厂合作建立了一个稳态数值地下水流动模型,模拟了得梅因前景公园附近得梅因河冲积含水层冬季低流量条件下的地下水位高度。建立了一个简单的概念模型,包括水文地质框架、水收支和推断的地下水位高程图。基于模型区内水文地质的一般知识,构建推断的地下水位高程图,用于设定数值模型定标的标定目标。在概念模型的基础上,利用MODFLOW-NWT对Des Moines Prospect Park附近约15平方公里的区域进行了稳态数值模拟。采用参数估计软件进行模型标定,对水平导水率和回灌参数的性能进行评估和优化。数值地下水流动模型和支持数据可在与本报告相关的USGS数据发布中获得,其中包含模型存档。通过比较观测到的和模拟的地下水位,以及模型区域内估算的和模拟的对河流流量的贡献,对校准稳态模型的性能进行了评估。大部分标定目标的观测水位与模拟水位的差值为- 0.1 m,负值表明模拟水位与观测水位的差值过高,均方根误差为0.13 m,约占观测水位差值的20%。模型区域内的径流贡献模拟值被认为与估估值相似,增加了模型在冬季低流量条件下准确表示模型区域内得梅因河冲积含水层地下水流动系统的能力的信心。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A steady-state groundwater flow model for the Des Moines River alluvial aquifer near Prospect Park, Des Moines, Iowa
The Des Moines River alluvial aquifer is an important source of water for Des Moines Water Works, the municipal water utility that provides residential and commercial water resources to the residents of Des Moines, Iowa, and surrounding municipalities. As an initial step in developing a better understanding of the groundwater resources of the Des Moines River alluvial aquifer, the U.S. Geological Survey constructed a steady-state numerical groundwater flow model in cooperation with Des Moines Water Works to simulate water-table elevations in the Des Moines River alluvial aquifer near Prospect Park in Des Moines under winter low-flow conditions. A simple conceptual model consisting of a hydrogeologic framework, water budget, and inferred water-table elevation map was developed for the model area. The inferred water-table elevation map was constructed based on general knowledge of hydrogeology within the model area and was used to set calibration targets for numerical model calibration. A steady-state numerical model was constructed based on the conceptual model using MODFLOW-NWT to simulate an area of about 15 square kilometers near Prospect Park in Des Moines. Parameter ESTimation software was used for model calibration to assess and optimize performance of the horizontal hydraulic conductivity and recharge parameters. The numerical groundwater flow model and supporting data are available in the USGS data release associated with this report, which contains the model archive. Performance of the calibrated steady-state model was assessed by comparing observed and simulated water-table elevations, as well as estimated and simulated contributions to streamflow within the model area. The difference between observed water-table elevations and simulated water-table elevations was −0.1 meter at the majority of calibration targets, with the negative value indicating an overestimation of the simulated water-table elevation value compared to the observed water-table elevation value, and the root mean square error was 0.13 meter, which represents about 20 percent of the difference in observed water-table elevations. The simulated value of contributions to streamflow within the model area was considered similar to the estimated value, increasing confidence in the ability of the model to accurately represent the groundwater flow system in the Des Moines River alluvial aquifer in the model area during winter low-flow conditions.
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