College of Engineering and Technology, University of Doha for Science and Technology, P.O. Box 24449, Doha, Qatar.
Office of the President, University of Doha for Science and Technology, P.O. Box 24449, Doha, Qatar.
Environ Sci Pollut Res Int. 2023 Oct;30(50):109181-109197. doi: 10.1007/s11356-023-29866-y. Epub 2023 Sep 28.
Members of the Gulf Cooperation Council countries Bahrain, Kuwait, Oman, Qatar, Saudi Arabia, and the United Arab Emirates rely on desalination to produce water for domestic use. Desalination produces brine that may intrude into the aquifers to pollute the fresh groundwater because of the concentration gradient and groundwater pumping. Modeling the trends of saltwater intrusion needs theoretical understanding and thorough logical experimentation. The objective of this exercise was to understand the phenomenon of saltwater intrusion using an existing set of data analyzed with the convective-diffusion equation and the two-region mobile-immobile solution model. The objective was achieved by optimizing non-measurable solute transport parameters from an existing set of data generated from a series of logical miscible displacements of potassium bromide through sepiolite minerals and curve-fitting simulations. Assumptions included that solute displacements through sepiolite porous media and the related simulations represented the phenomenon of saltwater intrusion under non-equilibrium conditions of porous media mimicking the aquifers. Miscible displacements of potassium bromide were observed from a column of 2.0-2.8 mm aggregates of sepiolite over 4 ranges of concentration and at 11 displacement speeds under saturated vertical flow deionized water and vice versa. Breakthrough curves of both bromide and potassium ions were analyzed by a curve-fitting technique to optimize transport parameters assuming solute movement was governed (i) by the convective-diffusion equation and (ii) the two-region mobile-immobile solution model. Column Peclet numbers from the two analyses were identical for potassium ions but those for bromide ions were c. 60% greater from the two-region model than from the convective-diffusion equation. For the two-region model, dispersion coefficients were well defined and remained unchanged from the convective-diffusion equation for potassium ions but decreased for bromide ions. Retardation factors for bromide ions were approximately the same, but those for potassium ions, though > 1, were poorly defined. In order to design mitigation strategies for avoiding groundwater contamination, this study's findings may help model groundwater pollution caused by the activities of desalination of seawater, which produces concentrated liquid that intrudes into the coastal aquifer through miscible displacement. However, robust saltwater intrusion models may be considered in future studies to confirm the results of the approach presented in this exercise. Field data on the groundwater contamination levels may be collected to compare with simulated trends drawn from the saltwater intrusion models and the curve-fitting technique used in this work. A comparison of the output from the two types of models may help determine the right option to understand the phenomena of saltwater intrusion into coastal aquifers of various characteristics.
海湾合作委员会国家(巴林、科威特、阿曼、卡塔尔、沙特阿拉伯和阿拉伯联合酋长国)的成员依靠海水淡化来生产生活用水。海水淡化会产生盐水,由于浓度梯度和地下水抽取,这些盐水可能会侵入含水层,污染淡水地下水。模拟盐水入侵趋势需要理论理解和彻底的逻辑实验。本研究的目的是使用一组现有的数据,通过对流-扩散方程和两区移动-不移动解模型来理解盐水入侵现象。通过优化一系列逻辑溴化钾在海泡石矿物中的混合驱替和曲线拟合模拟产生的现有数据集中不可测量的溶质输运参数来实现这一目标。假设包括,溶质通过海泡石多孔介质的位移以及相关模拟代表了在模拟含水层的多孔介质非平衡条件下盐水入侵的现象。观察到溴化钾在 2.0-2.8mm 海泡石颗粒柱中的混合驱替,浓度范围为 4 个,在饱和垂直流动去离子水和相反方向下的 11 个位移速度下。通过曲线拟合技术分析溴化物和钾离子的突破曲线,以优化运输参数,假设溶质运动受(i)对流-扩散方程和(ii)两区移动-不移动解模型控制。从两种分析中得出的柱体佩克莱数对于钾离子是相同的,但对于溴离子,从两区模型得出的值比从对流-扩散方程得出的值高约 60%。对于两区模型,弥散系数的定义良好,与对流-扩散方程对于钾离子的值相同,但对于溴离子的值则减小。溴离子的阻滞因子大致相同,但钾离子的阻滞因子虽然>1,但定义较差。为了设计避免地下水污染的缓解策略,本研究的发现可能有助于为海水淡化产生的浓缩液通过混合驱替侵入沿海含水层而导致的地下水污染建模。然而,在未来的研究中,可能会考虑更稳健的盐水入侵模型来验证本研究中提出的方法的结果。可以收集地下水污染水平的现场数据,与从盐水入侵模型和本工作中使用的曲线拟合技术得出的模拟趋势进行比较。两种类型的模型的输出比较可能有助于确定理解不同特征的沿海含水层中盐水入侵现象的正确选择。