Abstract:The Hattar industrial estate in the Haripur district, Khyber Pakhtunkhwa (KPK), Pakistan, is investigated for the groundwater potential and aquifer vulnerability using vertical electrical sounding (VES) data, borehole logs, and hydrochemical analysis. A total of eight VES points were acquired in the Haripur region using Schlumberger configuration. The interpreted VES models are further constrained by four borehole logs to delineate comprehensive information of the thin lithological layers, subsurface layers co… Show more
“…The boreholes, field-based geological observations, and VES data show that confined aquifer may exist at shallow level about 20 m depths near foothill slopes. The groundwater table also fluctuates from the foothills to the center and south of the basin [5]. The groundwater level range between 15 and 25 m near the foothills, whereas towards the center of the basin, it drops down to 40-80 m. In the south, the groundwater level drops down to 90 m.…”
Section: Geofluidsmentioning
confidence: 99%
“…The near-surface geological and geophysical techniques are useful for investigating the groundwater resources in the Quaternary depositional environment, as these techniques provide high-resolution subsurface images [4,5]. The electrical resistivity techniques are widely implemented for geological and hydrogeological studies [6].…”
The deposition in Haripur basin not only provides a contemporary insight into old fluvial depositional sequences of the Himalayan foreland but also sheds light on the important continental depositions in a monsoon controlled foreland system. The present study emphasizes the evaluation of the paleo-depositional architecture for sustainable groundwater availability by utilizing a total of four field-based geological observations, eleven boreholes, and fifty-nine vertical electrical sounding (VES) datasets. The acquired surface geological data well correlate with resistivity and borehole data. The derived results of the lithostratigraphic cross-sections and spatial distribution maps reveal three-sided closure depositional. These depositional directions indicate thick successions of coarser sediments near the foothills and interbedded mixture of coarser and finer sediments toward the central and southern parts of the basin. The former conditions provide maximum groundwater yielding capacity for sustainable groundwater supply in the north-eastern and north-western parts of the basin. On the contrary, in the central and southern parts of the basin, the groundwater yielding capacities have drastically decreased due to deposition of finer sediments.
“…The boreholes, field-based geological observations, and VES data show that confined aquifer may exist at shallow level about 20 m depths near foothill slopes. The groundwater table also fluctuates from the foothills to the center and south of the basin [5]. The groundwater level range between 15 and 25 m near the foothills, whereas towards the center of the basin, it drops down to 40-80 m. In the south, the groundwater level drops down to 90 m.…”
Section: Geofluidsmentioning
confidence: 99%
“…The near-surface geological and geophysical techniques are useful for investigating the groundwater resources in the Quaternary depositional environment, as these techniques provide high-resolution subsurface images [4,5]. The electrical resistivity techniques are widely implemented for geological and hydrogeological studies [6].…”
The deposition in Haripur basin not only provides a contemporary insight into old fluvial depositional sequences of the Himalayan foreland but also sheds light on the important continental depositions in a monsoon controlled foreland system. The present study emphasizes the evaluation of the paleo-depositional architecture for sustainable groundwater availability by utilizing a total of four field-based geological observations, eleven boreholes, and fifty-nine vertical electrical sounding (VES) datasets. The acquired surface geological data well correlate with resistivity and borehole data. The derived results of the lithostratigraphic cross-sections and spatial distribution maps reveal three-sided closure depositional. These depositional directions indicate thick successions of coarser sediments near the foothills and interbedded mixture of coarser and finer sediments toward the central and southern parts of the basin. The former conditions provide maximum groundwater yielding capacity for sustainable groundwater supply in the north-eastern and north-western parts of the basin. On the contrary, in the central and southern parts of the basin, the groundwater yielding capacities have drastically decreased due to deposition of finer sediments.
“…Sixty electrodes were installed in a straight line along the measured profile. Wenner-Schlumberger configuration was adopted to achieve depth and lateral coverage [19]. The interval between electrodes was kept at 5 m in all the acquired profiles.…”
Section: Electrical Resistivity Datamentioning
confidence: 99%
“…Conventional techniques involve hydrogeological investigations that are carried out through geological field visits and water level and temperature monitoring [18]. Geophysical methods, after their advent, have been widely used in detecting/monitoring different subsurface geological features [19]. Modern geophysical techniques such as ERT provide high-resolution images of the subsurface geological features [20,21].…”
Dam leakage is a major problem in earth-filled reservoir dams. The present research is aimed at detecting the seepage zones in an earth-filled reservoir dam in the vicinity of Sarobi village, North Waziristan, Pakistan. The objective was achieved by integrating geological, geotechnical, and geophysical datasets. Geological survey was carried out in the area to identify the surface exposures. Geotechnical data involved was used to estimation of permeability and Lugeon values to identify network of joints/fractures whereas electrical resistivity tomography (ERT) technique (utilizing Wenner-Schlumberger configuration) was applied for the identification of the leakage zones. Geological data revealed highly deformed alluvium towards the right abutment underlain by compressed shale and highly fractured limestone beds. Geotechnical data indicated high permeability, Lugeon values, and concentration of sand and gravel towards the right abutment whereas low permeability, Lugeon values, and higher concentration of silt and clay were observed towards the left abutment. ERT data identified a conductive zone embedded between impermeable lithologies having resistivity between 10 and 60 Ω·m. This conductive zone was observed in parallel profiles acquired in upstream, dam crest, and downstream parts of the dam. The integration of all the datasets revealed a network of joints that are interconnected and provide a path for water at the upstream side to pass through right abutment of dam and leak towards the downstream.
“…Review of the studies [12,16] suggests that the scope of groundwater studies is broad-ened by undertaking spatial modelling techniques. GISbased suitability model for well-location can be created by considering multiple data variables such as layer thickness, depth to aquifer, ground resistivity of aquifer [17][18][19][20] .…”
Availability of subsurface fresh water in coastal cities of the world is a growing problem due to sea level intrusion and less seepage. We have utilized an integrated data analysis in which conventional geophysical methods was used to collect primary data for the groundwater resources in Karachi and geospatial approaches were used to model the hydrogeological parameters. It was aimed to investigate geological/hydrogeological conditions of any aquifer system in the study area. The geophysical survey was conducted to acquire electrical resistivity data in the outskirts of Karachi. The geophysical survey was carried out at twenty-one stations by adopting vertical electrical sounding technique with schlumberger configuration. The field data was processed in an iterative process to improve the signal to noise ratio and obtain smooth field data curves for delineation of the aquifer. We have interpreted field data to model the geological information and determine the hydrogeophysical parameters of respective layers. These parameters including the number of layers, aquifer resistivity, aquifer lithology, aquifer thickness and depth to the aquifer, are determined at each field station. The acquired dataset of hydrogeophysical parameters was used to build a geospatial database. The multi-criteria analysis and decision-making process were utilized in GIS based program to model spatial distribution models of hydrogeophysical parameters. The results identified aquifer system in the depth ranging from 53.3 meter to 143.9 meter. The aquifer in the area are mostly sandstone having sufficient thickness which varies from northeast to south and southwest due to undulating topography of the area. The maximum potential of the groundwater is identified in the south which is suitable for water exploration because of low resistivity zone, high aquifer thickness, and flow of drainage network.
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