埃及亚历山大港西部西迪基拉尔地区沿海无承压含水层水动力分散模拟

M. F. M. Amin, Medhat M. H. ElZahar
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引用次数: 1

摘要

本文采用有限差分法求解了典型沿海无承压含水层的二维水动力频散方程。准备一个数学模型来解决这个分散问题,然后随着时间的推移对其进行建模和分析。利用有限差分法确定了西迪基拉尔地区含水层过渡带的盐度剖面。将计算得到的矿化度曲线与该地区实际钻井得到的矿化度曲线进行比较,并用于确定电导率。剖面对比显示沿测试深度段大致呈平行趋势。此外,这些结果与同一口井的水的化学分析相吻合。目前的工作促进了在没有对所分析的含水层进行分散测量的情况下在可比沿海地区应用解决方法。这种创新的方法可以用来预测类似沿海地区的地下水质量。它还可以帮助选择抽水的人工水井的理想地点。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Modeling of Hydrodynamic Dispersion in the Sidi Kirayr Locality’s Coastal Unconfined Aquifer West of Alexandria, Egypt
The finite difference method was used in this study to solve the two-dimensional hydrodynamic dispersion equation for a typical coastal unconfined aquifer. A mathematical model is prepared to solve this dispersion problem, which is then modeled and analyzed over time. The salinity profiles for the aquifer transition zone in the Sidi Kirayr locality are determined using the finite difference method. The computed salinity profiles are compared to those obtained from an actual well drilled in the area and used to determine electric conductivity. Profile correlation reveals a roughly parallel trend along the tested depth interval. Additionally, these results correlate well with the chemical analysis of water from the same well. The current work promotes the application of the solution methodology in comparable coastal regions in the absence of dispersion measures for the analyzed aquifer. This innovative approach can be used to forecast groundwater quality in comparable coastal regions. It can also help in selecting the ideal sites for man-made wells that pump groundwater.
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