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Simulation of Flow in a Complex Aquifer System Subjected to Long-Term Well Network Growth

机译:长期井网增长下复杂含水层系统中水流的模拟

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摘要

In west-central Lower Peninsula of Michigan, population growth and expanded agricultural activities over recent decades have resulted in significant increases in distributed groundwater withdrawals. The growth of the extensive well network and anecdotes of water shortages (dry wells) have raised concerns over the region's groundwater sustainability. We developed an unsteady, three-dimensional (3D) groundwater flow model to describe system dynamics over the last 50 years and evaluate long-term impacts of groundwater use. Simulating this large aquifer system was challenging; the site is characterized by strong, spatially distributed, and statistically nonstationary heterogeneity, making it difficult to avoid over-parameterization using traditional approaches for conceptualizing and calibrating a flow model. Moreover, traditional pumping and water level data were lacking and prohibitively expensive to collect given the large-scale and long-term nature of this study. An integrated, stochastic-deterministic approach was developed to characterize the system and calibrate the flow model through innovative use of high-density water well datasets. This approached allowed (1) implementation of a "zone-based," nonstationary stochastic approach to conceptualize complex spatial variability using a small set of geologic material types; (2) modeling the spatiotemporal evolution of many water well withdrawals across several decades using sector-based parameterization; and (3) critical analysis of long-term water level changes at different locations in the aquifer system for characterizing the system dynamics and calibrating the model. Results show the approach is reasonably successful in calibrating a complex model for a highly complex site in a way that honors complex distributed heterogeneity and stress configurations.
机译:在密歇根州中西部的下半岛,近几十年来人口的增长和农业活动的扩大导致分配的地下水抽取量显着增加。广泛的井网的增长和缺水(干井)的轶事引起了对该地区地下水可持续性的担忧。我们开发了一个不稳定的三维(3D)地下水流模型,以描述过去50年的系统动力学并评估地下水使用的长期影响。模拟这种大型含水层系统具有挑战性。该站点具有强大的,空间分布的和统计上不稳定的异质性,难以避免使用传统方法对流量模型进行概念化和校准的过度参数化。此外,由于这项研究具有大规模和长期的性质,因此缺乏传统的抽水和水位数据,而且收集起来的费用过高。开发了一种集成的,随机确定性方法,以通过创新使用高密度水井数据集来表征系统并校准流量模型。这种方法允许(1)实施“基于区域”的非平稳随机方法,以使用少量地质材料类型概念化复杂的空间变异性; (2)使用基于扇区的参数化模型来模拟数十年来许多水井抽水的时空演化; (3)对含水层系统中不同位置的长期水位变化进行严格分析,以表征系统动力学和校准模型。结果表明,该方法在以高度复杂的位置异质性和应力配置为荣的高度复杂的站点校准复杂的模型方面相当成功。

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  • 来源
    《Ground water》 |2020年第2期|301-322|共22页
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    Michigan State Univ Dept Civil & Environm Engn 428 S Shaw Lane E Lansing MI 48824 USA;

    Indian Inst Technol Tirupati Civil Engn Tirupati Andhra Pradesh India;

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  • 正文语种 eng
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