Groundwater exploitation in Awka (Anambra – Nigeria) and environs: Prospects, and challenges while drilling and its mitigation measures

IF 0.8 Q4 WATER RESOURCES Acque Sotterranee-Italian Journal of Groundwater Pub Date : 2021-12-23 DOI:10.7343/as-2021-528
I. Anyanwu, S. S. Oguntade
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Abstract

Groundwater exploitation (borehole drilling) was carried out around Awka and environs in Anambra State, Southeastern Nigeria, to understand the underlying rock units encountered while drilling, differentiate boreholes with confined aquifers from those with unconfined aquifers, delineate the probable aquiferous zones from the borehole data, evaluate the challenges encountered while drilling (both geologic and technical), and identify mitigation measures employed to address these challenges. Detailed geologic log information of the boreholes was produced to illustrate the rock units encountered while drilling. Four rock units were identified, namely: shale, sandstone, clay, and gravel. These rock units were exposed within the Imo Formation and the Nanka Formation that underlie the study area. Results from the geologic log information of the boreholes indicate that the water table within the study area ranges from 11.2 m to 56.5 m from the soil surface, and the probable aquiferous zones vary from 6.8 m to 23.3 m in thickness. A detailed look at the lithologic logs of the boreholes show that 50% of the drilled boreholes possess confined aquifers while the remaining 50% have unconfined aquifers. A careful appraisal of the challenges encountered, which are mainly geologic, is strictly attributed to the geologic formation of the study area. Other technical challenges have been derived from mechanical faults developed during drilling.
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Awka(阿南布拉-尼日利亚)及其周边地区的地下水开采:前景、钻井过程中的挑战及其缓解措施
在尼日利亚东南部阿南布拉州的Awka及其周边地区进行了地下水开采(钻孔钻探),以了解钻井过程中遇到的下伏岩石单元,区分承压含水层和非承压含水层的钻孔,根据钻孔数据划定可能的含水层带,评估钻井过程中遇到的挑战(地质和技术),并确定为应对这些挑战而采取的缓解措施。制作了钻孔的详细地质测井资料,以说明钻井过程中遇到的岩石单元。确定了四种岩石单元,即:页岩、砂岩、粘土和砾石。这些岩石单元暴露在研究区内的伊莫组和南卡组中。钻孔地质测井资料表明,研究区地下水位距离土壤表面11.2 ~ 56.5 m,可能含水层厚度在6.8 ~ 23.3 m之间。对井眼岩性测井的详细观察表明,已钻探的井眼中有50%具有承压含水层,而其余50%具有非承压含水层。对所遇到的主要是地质方面的挑战进行了仔细的评估,严格地归因于研究地区的地质构造。其他技术挑战来自钻井过程中产生的机械故障。
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来源期刊
CiteScore
1.80
自引率
50.00%
发文量
36
审稿时长
8 weeks
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