利用电阻率法评价尼日利亚阿布贾戈萨露天垃圾场地下水对污染的脆弱性

L. AkpanMorgan, Mallam Abu, A. Nasir
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引用次数: 7

摘要

采用电阻率法对阿布贾戈萨露天垃圾场进行了调查,以确定该地区地下水及其周围环境对渗滤液污染的脆弱性。研究了16个最大电流为100 m的垂直电测深点。对数据进行了分析,并用于确定实现本研究目标所需的参数。该地区最多确定了四个地电剖面。它们包括砂质表土、粘土砂、风化基底和断裂/新鲜基底。圈定四层的视电阻率值在64.6 Ωm ~ 215.5 Ωm之间;第二层为19.0 Ωm和295.6 Ωm;第三层为66.9 Ωm、1003.7 Ωm;第四层为438.0 Ωm和1719.9 Ωm。各层厚度范围分别为0.7 m和12.9 m;第二层为1.3 m和9.8 m;第三层为1.6 m和11.6 m。据估计,该地区的地下水位深度在2.1至21.6米之间。表征覆岩单元含水层保护能力的参数为层厚及其对应的电阻率值。因此,该地区覆盖层纵向总电导普遍较低,范围在0.014 ~ 0.063 mhos之间,表明该地区的含水层保护能力较差。所研究的三个剖面的一维电阻率截面揭示了污染物向含水层的移动,进一步证实了含水层没有受到保护的事实。该地区的低防护能力有助于得出该地区含水层极易受到垃圾场渗滤液污染的结论。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Vulnerability Assessment of Groundwater to Contamination Using Electrical Resistivity Method at the Open Dumpsite in Gosa, Abuja, Nigeria
Electrical resistivity method was used to investigate the open dumpsite at Gosa, Abuja in order to determine the vulnerability of the groundwater in the area as well as the surrounding environment to leachate contamination. A total of sixteen (16) vertical electrical sounding points with maximum current electrode of 100 m were investigated. The data were analyzed and used to establish the parameters required to fulfil the objectives of this research. A maximum of four geoelectric sections were identified in the area. They included sandy topsoil, clayey sand, weathered basement and fractured/fresh basement. Apparent resistivity values obtained for the four layers delineated were between 64.6 Ωm and 215.5 Ωm for the first layer; 19.0 Ωm and 295.6 Ωm for the second layer; 66.9 Ωm and 1003.7 Ωm for the third layer; and 438.0 Ωm and 1719.9 Ωm for the fourth layer. Furthermore, the ranges of the thickness of the layers were found to be 0.7 m and 12.9 m for the first layer; 1.3 m and 9.8 m for the second layer; and 1.6 m and 11.6 m for the third layer. The depths of water table in the area were estimated to range between 2.1 and 21.6 m. The parameters used in characterizing the aquifer protective capacity of the overburden units were layer thickness and their corresponding resistivity values. Accordingly, the total longitudinal layer conductance of the overburden of the area was generally found to be low, ranging between 0.014 mhos and 0.063 mhos, implying that the aquifer protective capacity of the area is poor. The 1D resistivity cross section for the three profiles investigated exposed the movement of contaminants toward the aquifer, further validating the fact that the aquifer is not protected. The low protective capacity of the area aided the conclusion that the water aquifer in the area was highly vulnerable to leachate contamination from the dumpsite.
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