伊拉克中部卡尔巴拉和纳杰夫之间迪卜迪巴含水层的水文地质条件

A. I. Abood, S. A. Salih, Ahmed Nadem
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摘要

研究区域位于伊拉克中部的迪巴迪巴高原,特别是卡尔巴拉省和纳杰夫省之间。鉴于迪巴迪巴水文地质含水层被认为是该地区的主要水源,因此选择在此进行水文地质评估。研究包括位于纳杰夫省研究区西部的 60 口水井。2021 年 12 月初,对这些水井的地下水深度进行了实地测量。水流在海平面以上 7.8 至 37.7 米之间,井深在 2.83 至 34 米之间。然后,绘制了井深和水流的空间分布图。许多水井是由于水流变小、水深变大而被农民留下的。地下水的流网被确定为两个方向。第一个方向是自西向东,第二个方向是自西和西北向东南。通过抽水试验提取了该研究区域迪巴迪巴含水层的水力特性。对分布在该地区的五口水井进行了试验。将数据输入抽水试验软件进行替换,然后采用纽曼法和雅各布修正法对无压含水层进行分析。实验中的渗透率(T)介于 348 至 596 平方米/天之间,而水力传导率介于 14.1 至 22.5 米/天之间。比产水量(Sy)相当于承压含水层中的储水系数,介于 0.006 和 0.0302 之间。抽水试验结果表明,根据纽曼曲线和雅各布修正曲线,含水层属于非承压类型。此外,各次试验的水力特性值相似,但略有不同,这可能与饱和厚度、总深度、水力梯度以及岩石和沉积物的特性不同有关。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The Hydrogeological Condition of Dibdibba aquifer between Karbala and Najaf in the middle of Iraq
The study area is located on the Dibdibba plateau in the middle of Iraq, particularly between the governorates of Karbala and Najaf. Given that the Dibdibba hydrogeological aquifer is thought to be the main source of water in this region, this site is chosen for performing the hydrogeological assessment. The study included 60 wells located on the west of the study area in Najaf Governorate. In these wells, the groundwater depths were measured in the field at the beginning of December 2021. The water stream was between 7.8 and 37.7 meters above the sea level, while the well depths ranged from 2.83 to 34 meters. Then, the spatial distribution of depths and water streams was mapped. Many wells were left by farmers because the water stream had gone down and the depth of the water had increased. The flow net of groundwater was determined to have two directions. The first direction was from the west to the east, and the second one was from the west and northwest to the southeast. The hydraulic properties of the Dibdibba aquifer in this study area were extracted by pumping tests. The experiments were carried out for five wells distributed over the area. The data was replaced with input into software for pumping tests, then analyzed by Newman's and Jacob's corrected methods for unconfined aquifers. Transmissivity values in experiments (T) ranged between 348 and 596 square meters/day, while hydraulic conductivity ranged between 14.1-22.5 m/day. The specific yield (Sy) equivalent to the storage coefficient in a confined aquifer was between 0.006 and 0.0302. The results of pumping test showed that the aquifer was of unconfined type according to the Neuman's and Jacob's corrected curves. In addition, the hydraulic property values were similar in all experiments with a slight difference, which may be related to the differences in saturated thickness, total depths, hydraulic gradient, and properties of rocks and sediments.
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