伊拉克西南沙漠地下水资源枯竭区

IF 1.5 Q2 ENGINEERING, MULTIDISCIPLINARY
M. Shlash, I. H. Obead
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引用次数: 0

摘要

含水层提供可靠的优质水供应,使地下水在干旱和半干旱地区具有重要意义。据预测,气候变化将导致降雨减少和干旱增加。长期干旱严重破坏了伊拉克,是过去十年来地下水消耗持续增加的主要原因。本研究确定并分析了沿纳杰夫省和穆萨纳省延伸的达曼承压含水层的应力和枯竭潜力。利用地下水模拟系统(Groundwater modeling System, GMS v10.4)软件,对达曼含水层系统进行了地下水流动数值模拟。上层建模为无约束,底层建模为受限。稳态校正结果表明,研究区内的水导率(HK)在1.47至20.0 m/d之间变化。此外,充电速率(RH)估计约为1.66 × 10−6 m/天。这些参数被用作进行瞬态分析的初始条件。采用两种工况进行非定常模拟。最初的方案涉及89口生产井,而第二种方案包括所有139口备用生产井,从2021年7月到2022年6月的运营期间共有228口井。第一个作业方案的落差范围为0.4 ~ 5.8 m,第二个作业方案的落差范围为1.0 ~ 22 m。用相对差值百分比来衡量地下水静水头的枯竭率。因此,第一种情况的耗竭率从4.32%到33.34%不等。另一方面,第二种情况的范围从7.45到33.34%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Depletion zones of groundwater resources in the Southwest Desert of Iraq
Abstract Aquifers offer a reliable supply of high-quality water, making groundwater significant in arid and semi-arid regions. Climate change is predicted to result in a decrease in rainfall and an increase in droughts. The prolonged drought severely devastated Iraq and is the main reason for the ongoing increase in groundwater consumption over the last decade. In this study, the stresses and depletion potentials of the Dammam confined aquifer, which extended along the Najaf and Muthanna governorates, are identified and analyzed. By using the Groundwater Modelling System (GMS v10.4) software, a numerical simulation of groundwater flow was used to study the Dammam aquifer system. The upper layer was modeled as unconfined, while the bottom layer was confined. The findings from the steady-state calibration indicate that the hydraulic conductivity (HK) within the study area varies between 1.47 to 20.0 m/day. Additionally, the recharging rate (RH) was estimated to be approximately 1.66 × 10−6 m/day. These parameters were utilized as the initial condition for conducting the transient analysis. Two operating scenarios were employed to perform unsteady simulations. The initial scenario involved the utilization of 89 production wells, while the second scenario included all 139 stand-by production wells, resulting in a total of 228 wells for the operational period from July 2021 to June 2022. The results of the first operation scenario showed that the drawdowns ranged from 0.4 to 5.8 m, whereas the second operation scenario showed that the drawdown increased from 1.0 to 22 m. The depletion rate in the groundwater static heads was measured by the percentage of relative difference. Hence, the depletion rate for the first scenario varied from 4.32 to 33.34%. On the other hand, the second scenario ranged from 7.45 to 33.34%.
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来源期刊
Open Engineering
Open Engineering ENGINEERING, MULTIDISCIPLINARY-
CiteScore
3.90
自引率
0.00%
发文量
52
审稿时长
30 weeks
期刊介绍: Open Engineering publishes research results of wide interest in emerging interdisciplinary and traditional engineering fields, including: electrical and computer engineering, civil and environmental engineering, mechanical and aerospace engineering, material science and engineering. The journal is designed to facilitate the exchange of innovative and interdisciplinary ideas between researchers from different countries. Open Engineering is a peer-reviewed, English language journal. Researchers from non-English speaking regions are provided with free language correction by scientists who are native speakers. Additionally, each published article is widely promoted to researchers working in the same field.
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