在尼日利亚东南部亚历克斯-埃克伍埃姆联邦大学恩杜福艾力(AE-FUNAI)内,将原位水力传导性测量与垂直电探测相结合,用于裂隙页岩中的地下水勘探

A. Ekwe, Samuel Ekeoma, G. Azuoko, A. Usman, O. Victor, N. Eluwa
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引用次数: 0

摘要

通过整合该地区的地质学、地理信息系统和电阻率勘测数据集,对亚历克斯-埃克伍埃姆联邦大学恩杜福艾力克分校的地下水潜力进行了评估。研究区域的地层为阿尔卑斯时代的阿苏河组。贝努埃海槽南部的阿苏河组由阿巴卡利基和伊科沃地区阿巴卡利基地层的页岩、灰岩和砂岩透镜体组成。页岩一般为风化、易裂、薄层状和高度断裂,颜色从灰褐色到粉红色不等。使用 SAS 1000 ABEM Terrameter 采集了二十(20)个垂直电测深数据,并进行了处理,以获得研究区域的地层参数。数据采集采用的最大电流电极间距 (AB) 为 300 米。使用 IPI2 Win 进行计算机辅助迭代建模,以确定地层参数。在研究区域内的七个参数位置进行原位水力导电率测量,并与电阻率测量相结合,实时确定含水层参数(如水力导电率和透射率)。这项技术减少了与抽水试验相关的巨额费用,也缩短了开展这项技术所需的时间。精确划定含水层参数和几何形状将有助于水资源规划者和开发商确定在该地区钻井的有利区域。根据解释结果生成了几个相关横断面,用于评估研究区域的地下水潜力。结果显示,含水层的电阻率范围为 7.3 Wm 至 530 Wm,水深范围为 11.4 米至 55.3 米。水力传导率从 VES 15.18 和 19 处的 1.55 米/天到 VES 3 和 4 处的 9.8 米/天不等。水资源规划者和开发者在亚历克斯-埃克伍梅联邦大学恩杜福分校(Ndufu Alike)内建议钻探生产性井眼的地点时,应将透射率相对较高且含水层厚度较好的地区作为目标。
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Integrating in-situ hydraulic conductivity measurements and vertical electrical sounding for groundwater exploration in fractured shales within Alex Ekwueme Federal University Ndufu Alike (AE-FUNAI), South Eastern Nigeria
An appraisal of the groundwater potential of Alex Ekwueme Federal University Ndufu Alike was carried out by integrating datasets from geology, geographic information system and electrical resistivity survey of the area. The study area is underlain by the Asu River group of Albian age. The Asu River Group in the Southern Benue Trough comprises of Shales, Limestones and Sandstone lenses of the Abakaliki Formation in Abakaliki and Ikwo areas. The shales are generally weathered, fissile, thinly laminated and highly fractured and varies between greyish brown to pinkish red in colour. Twenty (20) Vertical Electrical Sounding data were acquired using SAS 1000 ABEM Terrameter and processed to obtain layer parameters for the study area. A maximum current electrode spacing (AB) of 300 meters was used for data acquisition. Computer aided iterative modelling using IPI2 Win was used to determine layer parameters. In-situ Hydraulic Conductivity measurements at seven parametric locations within the study area were conducted and integrated with Electrical Resistivity measurements to determine aquifer parameters (e.g. Hydraulic conductivity and Transmissivity) in real time. This technique reduces the attendant huge costs associated with pumping tests and timelines required to carry out the technique. Accurate delineation of aquifer parameters and geometries will aid water resource planners and developers on favourable areas to site boreholes in the area. Several correlative cross-sections were generated from the interpreted results and used to assess the groundwater potential of the study area. Results show that the resistivity of the the aquifer ranges from 7.3 Wm–530 Wm while depth to water ranges from 11.4 m to 55.3 m. Aquifer thicknesses range from 8.7 m at VES 5 to 36.3 m at VES 6 locations. Hydraulic conductivity ranges from 1.55 m/day at VES 15.18, and 19 locations to 9.8 m/day at VES 3 and 4 locations respectively. Transmissivity varies from 17.48 m2/day at VES 19 to 98 m2/day at VES 3 locations respectively.Areas with relatively high transmissivities coupled with good aquifer thicknesses should be the target of water resource planners and developers when proposing sites for drilling productive boreholes within Alex Ekwueme federal University Ndufu Alike.
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Integrating in-situ hydraulic conductivity measurements and vertical electrical sounding for groundwater exploration in fractured shales within Alex Ekwueme Federal University Ndufu Alike (AE-FUNAI), South Eastern Nigeria Cartographical digital products: Maps, 3D models, diagrams An integrated urban water resources management approach for infrastructure and urban planning On the elemental contents of aspen (Populus tremula L.) leaves grown in the mineralization area Comparative study of sediment loading in sub-watersheds of Phewa Lake, Nepal
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