The Result of Electrical Resistivity Investigation of Solid Waste Landfill Conducted at Nsukka Municipality Using Electrical Resistivity Measurments

Nzemeka Christopher Olisah, N. Obiekezie
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Abstract

Solid waste landfill management has been a significant issue for Nigerian urban areas and other developing countries across the globe.Similar to most other cities, Nsukka also generates waste on a daily basis, much of which is dumped in poorly designed and positioned dumping sites. The majority of the disposal sites are found on roadsides, at marketplaces, on farms, and in residential neighborhoods, among other places. The road infrastructure and groundwater are under danger, and the beauty of the impacted communities are not spared. Undoubtedly, the unchecked citation of boreholes as the source of potable water in the majority of our rural and urban communities—given that the government doesn't seem to be providing water to the people—has become a significant challenge. An investigation using electrical resistivity method was conducted around a solid waste dumpsite at Nsukka in Nsukka L.G.A of Enugu State, Nigeria with an aim to investigate the level of groundwater contamination and the objectives to determine the subsurface geoelectric layers, depth to water table, lithology delineation and map out the contamination zones. The scope of this study provides an overview of some of the approaches used to assess the aquifer vulnerability and aquifer potential using Vertical Electrical Sounding (Schlumberger array) and 2D resistivity imaging (Wenner array) in different locations around Nsukka municipality dumpsite. Both methods were used for this study in order to provide a geophysical database for exploration of the study area’s groundwater resources and also they are less expensive and less time consuming. VES has proved to be effective in solving groundwater problems in most places in Nigeria (Ezeh and Ugwu, 2010; Ugwu and Ezeh, 2012; Nzemeka et al. [1,2]. Electrical Sounding (VES) and 2D resistivity imaging were carried out with a digital read out resistivity meter (ABEM SAS 1000) to acquire data in the area and were interpreted using the Schlumberger automatic INTERPEX analysis software and the RES2DINV software respectively, which generates model curves using initial layer parameters and display the variations of electrical resistivities respectively. A total of eight (8) sounding and six (6) 2D resistivity imagings were carried out in the area. A contaminant leachate plume was delineated in 2D resistivity sections as low resistivity zones while the VES shows the depth of aquifer. In 2D pseudosections where bluish colours with low resistivities (less than 20.80\(\Omega\)m) with the depth ranging from 1.28m to 17.1m in the Line 1 and 2 are seen as contaminated zones. The rest of the lines are not contaminated because of their high resistivities (greater than 20.80\(\Omega\)m). The result of the electrical resistivity survey also showed 4 - 5 layers geo-electric sections and an AA and AK type sounding curves. The VES result shows that VES 1A, 1B, 2A and 2B which are carried out on line 1 & 2 of the wenner lines showed signs of contamination with low resistivity values less than 20.80\(\Omega\)m complementing the wenner results. The contamination has not yet got to where the aquifer is located on the lines. Since the depth to the aquifer ranges from 30.26m to 155.43m while maximum depth of contamination is 17.1m. It is believed that the leachate has not percolated down to the aquiferous zones as such aquifers are presumed to be free. As such, it is recommended that boreholes around the study area should not be less than 30m deep to avoid exploiting polluted water.
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利用电阻率测量对恩苏卡市固体废物填埋场进行电电阻率调查的结果
固体废物填埋管理一直是尼日利亚城市地区和全球其他发展中国家面临的一个重要问题。与大多数其他城市一样,恩苏卡每天也会产生垃圾,其中大部分被倾倒在设计和位置不佳的垃圾倾倒场。大部分垃圾倾倒场位于路边、集市、农场和居民区等地。道路基础设施和地下水岌岌可危,受影响社区的美景也未能幸免。毋庸置疑,在我国大多数农村和城市社区,由于政府似乎并没有为人们提供饮用水,肆意引用井眼作为饮用水源已成为一项重大挑战。本研究采用电阻率法对尼日利亚埃努古州 Nsukka L.G.A 的 Nsukka 固体废弃物倾倒场周围进行了调查,目的是调查地下水污染程度,并确定地下地电层、地下水位深度、岩性划分和污染区地图。本研究概述了在恩苏卡市垃圾场周围不同地点使用垂直电探测(斯伦贝谢阵列)和二维电阻率成像(温纳阵列)评估含水层脆弱性和含水层潜力的一些方法。本研究采用这两种方法是为了提供一个地球物理数据库,用于勘探研究区域的地下水资源,而且这两种方法成本较低,耗时较短。事实证明,在尼日利亚大多数地方,VES 都能有效解决地下水问题(Ezeh 和 Ugwu,2010 年;Ugwu 和 Ezeh,2012 年;Nzemeka 等人,[1,2])。使用数字读出电阻率仪(ABEM SAS 1000)对该地区进行了电测深(VES)和二维电阻率成像,以获取数据,并分别使用斯伦贝谢自动 INTERPEX 分析软件和 RES2DINV 软件进行解释,该软件使用初始层参数生成模型曲线,并分别显示电阻率的变化。在该区域共进行了八(8)次探测和六(6)次二维电阻率成像。在二维电阻率剖面图中,污染物沥滤液羽流被划分为低电阻率区,而 VES 则显示了含水层的深度。在二维伪断面图中,1 号线和 2 号线呈蓝色,电阻率低(小于 20.80 (\Omega\)m),深度在 1.28 米至 17.1 米之间,被视为污染区。其余线路由于电阻率较高(大于 20.80 (\Omega\)m)而没有受到污染。电阻率勘测结果还显示了 4-5 层地电剖面以及 AA 和 AK 型探测曲线。电阻率勘测结果显示,在温纳线1号线和2号线上进行的电阻率勘测1A、1B、2A和2B显示出污染迹象,电阻率值低于20.80(Ω)米,与温纳线勘测结果相辅相成。污染尚未到达线路上含水层的位置。含水层的深度从 30.26 米到 155.43 米不等,而最大污染深度为 17.1 米。我们认为,沥滤液尚未渗入含水层,因为此类含水层被认为是自由的。因此,建议研究区周围的钻孔深度不应小于 30 米,以避免开采受污染的水。
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