Appraisal of lacustrine aquifer’s groundwater potentiality and its hydrogeological modelling in southeastern Peshawar, Pakistan: implications for environmental geology, and geotechnical engineering

IF 2.6 Q2 ENGINEERING, GEOLOGICAL
Syed Muzyan Shahzad, Asim Shahzad, Hammad Tariq Janjuhah, George Kontakiotis, Meryem Fanidi, Muhammad Ishfaque, Sajjad Ahmad Shah, Panayota Makri
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Abstract

The Peshawar Basin is a part of the lower Himalayas that contains an enormous amount of groundwater storage. The evaluation of groundwater potential in the southern Peshawar district was done using well logging, lithostratigraphic properties, and combined hydrogeological and geophysical techniques. A total of 13 Vertical Electrical Sounding (VES) profiles were utilised to assess potential groundwater zones for surface resistivity studies. The aquifer system was delineated by comparing the data from five boreholes with the VES findings. An exploration of super-saturated groundwater potential was conducted, utilising parameters such as transmissivity (T), hydraulic conductivity (K), storativity, and the Dar Zarrouk analysis. The Dar Zarrouk analysis yielded average values of transverse resistance (TR), longitudinal conductance (S), and anisotropy (λ), which were determined to be 8069.12, 0.51, and 0.561, respectively. Similarly, average values of transmissivity (T), hydraulic conductivity (K), and storativity were obtained, resulting in 28.67, 0.24, and 0.000177, respectively. The saturated confined layer, characterized by highly saturated zones, was identified to begin at a depth of approximately 119 m and extend down to the lower boundary of the aquifer. The examined aquifer is composed of clay, sand, gravel, boulders, and loose layers of lacustrine mud that are interlayered to form an unconsolidated groundwater aquifer system. The aquifers in the region are highly developed and consisted of unconfined, semi-confined, and confined aquifer systems. As a result, it is possible to use the aquifer for groundwater development in the study area because of its low -to-medium discharge.

Abstract Image

巴基斯坦白沙瓦东南部湖底含水层地下水潜力评估及其水文地质模型:对环境地质学和岩土工程学的影响
白沙瓦盆地是喜马拉雅山下的一部分,蕴藏着大量地下水。白沙瓦南部地区的地下水潜力评估采用了测井、岩石地层属性以及水文地质和地球物理综合技术。总共使用了 13 个垂直电测深(VES)剖面,以评估潜在的地下水区,进行地表电阻率研究。通过比较五个钻孔的数据和 VES 的研究结果,对含水层系统进行了划分。利用透射率 (T)、水力传导率 (K)、蓄水率和 Dar Zarrouk 分析等参数,对超饱和地下水潜力进行了勘探。达尔扎鲁克分析法得出的横向阻力(TR)、纵向电导率(S)和各向异性(λ)的平均值分别为 8069.12、0.51 和 0.561。同样,透射率 (T)、导水率 (K) 和蓄水率的平均值分别为 28.67、0.24 和 0.000177。饱和承压层的特征是高饱和带,从大约 119 米深处开始,一直延伸到含水层的下边界。所考察的含水层由粘土、砂、砾石、巨石和松散的湖泥层组成,这些层相互交错,形成了一个非固结地下水含水层系统。该地区的含水层高度发育,由非承压、半承压和承压含水层系统组成。因此,由于含水层的排泄量处于中低水平,可以利用含水层开发研究区域的地下水。
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来源期刊
International Journal of Geo-Engineering
International Journal of Geo-Engineering ENGINEERING, GEOLOGICAL-
CiteScore
3.70
自引率
0.00%
发文量
10
审稿时长
13 weeks
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