斯伦贝谢和Wenner两种构型在地下含水带圈定中的比较——以巴基斯坦Rawalakot Azad Jammu和Kashmir地区为例

A. Niaz, Arbab Manzoor Wan,, Tehmina Bibi, J. Qureshi, Sabit Rahim, Fahad Hameed, Arshad Ali Shedayi
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引用次数: 0

摘要

在Rawalakot、Azad Jammu和Kashmir地区,已经比较使用了斯伦贝谢和Wenner电阻率测量技术来确定地下水潜力。数据采集采用带附件的仪表SAS4000。利用IPI2WIN软件对数据进行处理,确定了次表层的深度、厚度和真实电阻率。目前的研究表明,斯伦贝谢配置的地下深度覆盖范围大于温纳配置。采用Wenner和斯伦贝谢技术,在同一地点分别在3m、4m、9m、10m、27m、30m、50m、51m、100m和150m深度制作视电阻率图,用于地下水评价。在两种类型的图中,电阻率等值线闭包的差异是由于地下岩性的横向变化造成的。同时绘制了纵向电导图、横向电阻图和各向异性图。温纳图中不同的等高线闭包是由于不同含水量冲积层的混合岩性造成的。对该区地下粘土、砂岩卵石粘土、干砂土等地质特征进行了解释,与地表地质特征吻合较好。将项目区的含水层划分为承压和非承压良好水势,以低电阻率值表示。含水地层由砂、砾石、卵石粘土和砂质粘土组成。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Comparison Between Schlumberger and Wenner Configurations in Delineating Subsurface Water Bearing Zones: A Case Study of Rawalakot Azad Jammu and Kashmir, Pakistan
The Schlumberger and Wenner Electrical Resistivity Survey techniques have been used in comparison for the determination of groundwater potential in District Rawalakot, Azad Jammu and Kashmir. The terameter SAS4000 with accessories was used for data acquisition. The data were processed by employing IPI2WIN software to determine the depth, thickness and true resistivity of the subsurface layers. The present study indicated the subsurface depth coverage of Schlumberger configuration is greater than Wenner configuration. The apparent resistivity maps using both Wenner and Schlumberger techniques at the same locations have been prepared at 3m, 4m, 9m, 10m, 27m, 30m, 50m, 51m, 100m, and 150m depths respectively for groundwater assessment. The differences in resistivity contour closures, in both types of maps, arise due to lateral variations of subsurface lithology. Longitudinal conductance, transverse resistance and anisotropic maps were also prepared. The different contour closures in the Wenner map were due to mixed lithology of alluvium with variable water contents. The subsurface geology i.e. clay, sandstone boulder clay, and dry sandy soil were interpreted which are in close agreement with the surface geology of the area. The aquifers of the project area are designated as confined and unconfined good water potential indicated by low values of resistivity. The water-bearing strata consist of sand, gravel, boulder clay and sandy clay.
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