利用VLF和VES联合进行地下水潜力调查

K. Ozegin, D. Isiwele, S. Azi
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引用次数: 4

摘要

这项工作是对位于Ondo州Akoko西北地方政府区的Oke-Agbe高中的地下水进行评估。目标是根据电阻率(VES)和电磁方法(VLF)之间的明确关系,确定该位置的地下水生存能力。两种方法联合调查确定了覆盖层厚度、地电层数和地下水位。这种组合的优点是,VLF技术被用作一种侦察调查,以确定最佳的VES位置。通过对研究区的数据进行计算机迭代,将研究区划分为高、中、低水势带。研究结果清晰地显示了测点下基岩的深度。用等高线将厚覆盖层(10m)、中覆盖层(5 ~ 8 m)和较薄覆盖层(≤5m)分别划分为A、B、C。覆盖层厚度无限的ves4站和基底断裂的ves6站是整个学校田中仅有的可开采地下水的含水层单元,是地下水高潜势区。然而,这里必须说明的是,在地下水开发的优先区域内,ves6站是最可靠的赌注。在地下水可行性研究中,特别是在地下有疑点的情况下,综合技术的结果比单一方法的调查结果更可靠。JONAMP Vol. 11 2007: pp. 403-410
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Groundwater potential investigation using combined VLF and VES
This work is an assessment of groundwater in Oke-Agbe High School field located in Akoko North-West Local Government Area of Ondo State. The goal is to establish groundwater viability in this location based on a clear-cut relationship between Electrical Resistivity (VES) and Electromagnetics methods (VLF). Both methods were jointly used for investigation to determine overburden thickness, geo-electric layers and groundwater potential.The advantage of this combination is that the VLF technique was used as a reconnaissance survey to identify the best VES locations. The computer iterated data from the study area enabled us to delineate the area into high, medium and low water potential zones Results obtained in this study clearly showed the depth to the bedrock beneath the VES stations. The field was contoured to demarcate areas with thick overburden ( 10m), areas with medium overburden (between 5-8 m) and areas with relatively thin overburden (≤ 5m) marked as A, B, and C respectively. VES station 4 with infinite overburden thickness and VES station 6 with fractured basement are the only aquifer units within the entire school field where groundwater could be exploited and therefore, serve as high groundwater potential zones. However, it must be stated here that VES station 6 is the surest bet within the priority area for groundwater development. . This result from combined technique is more reliable than the investigation based on only one method of investigation for groundwater feasibility studies, especially were the subsurface is doubtful. JONAMP Vol. 11 2007: pp. 403-410
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