An electrical resistivity survey involving vertical electrical sounding (VES) technique was carried out in Issele-Azagba, Aniocha North Local Government Area of Delta State, Nigeria. This was aimed at investigating th...An electrical resistivity survey involving vertical electrical sounding (VES) technique was carried out in Issele-Azagba, Aniocha North Local Government Area of Delta State, Nigeria. This was aimed at investigating the lithologic boundaries and classification of the various subsurface formations. The data obtained were subjected to a twofold interpretative procedure involving initial partial curve matching and computer iteration. Results showed that a maximum of five subsurface layers was delineated from the geoelectric sections. This is made up of loamy topsoil underlain by relatively continuous sandy units composed of different compaction, wetness and clay content. The result also showed that the fifth substratum of the geoelectric section was the aquiferous sand relevant in groundwater development within the study area. Analysis of the result had shown that the aquifers identified in this study were vulnerable contamination percolating from the surface due to the absence of a protective aquitards.展开更多
This report evaluates the use of electrical method and borehole data to investigate the subsurface to delineate the groundwater potential in Enugu metropolis and the environs, south-eastern Nigeria other than rely onl...This report evaluates the use of electrical method and borehole data to investigate the subsurface to delineate the groundwater potential in Enugu metropolis and the environs, south-eastern Nigeria other than rely only on resistivity method w</span><span style="font-family:Verdana;">hich could lead to interpretation error. Integrating these 2 data sets is key in this study. The study area is located in the Anambra Basin and is underlain by Nkporo/Enugu Shale which is overlain by the Mamu Formation. It is bounded by Latitudes 6</span><span style="font-family:Verdana;"><span style="white-space:nowrap;">°</span>2 0'00</span></span><span style="font-family:Verdana;">"</span><span style="font-family:Verdana;">N to 6<span style="white-space:nowrap;">°</span>30'00</span><span style="font-family:Verdana;">"</span><span style="font-family:Verdana;">N and Longitudes 7<span style="white-space:nowrap;">°</span>25'00</span><span style="font-family:Verdana;">"</span><span style="font-family:Verdana;">E to 7<span style="white-space:nowrap;">°</span>35'00</span><span style="font-family:Verdana;">"</span><span style="font-family:""><span style="font-family:Verdana;">E and covers surface area of about 342 m</span><sup><span style="font-family:Verdana;">2</span></sup><span style="font-family:Verdana;">. Thirty</span></span><span style="font-family:Verdana;">-</span><span style="font-family:Verdana;">one vertical electrical soundings (VES) were carried out across the area using the Schlumberger electrode array with current electrode separation from 2 to 500 m to identify the depths and resistivity values of the identified geo-electric layers. Through data analysis using WinResist software, the apparent resistivity, thicknesses and depths and the thicknesses of the aquifers were generated. The resistivity</span><span style="font-family:""> </span><span style="font-family:Verdana;">and depths were modelled to generate resistivity map and depth map. The resistivity of the aquiferous zone within the study area varie</span><span style="font-family:Verdana;">d</span><span style="font-family:Verdana;"> from 20.55</span><span style="font-family:""> - </span><span style="font-family:Verdana;">427.8 ohm-m at depths of between 10.7</span> - <span style="font-family:Verdana;">40.05 m. Depth to the water table appears to be shallow at the south western part of the map. The interpreted geo-electric layers show a sequence of lateritic top soil, shale, sand and shale. The frequency distribution of the VES curves generated shows the presence of 3 to 5 layers with HK type as the highest. Also, a 2D model was generated using the correlation of VES to VES data and borehole data to VES data to show the underlying stratigraphy beneath the study area as well as the direction of ground water flow. Result of the VES curve analysis reveal</span><span style="font-family:Verdana;">s</span><span style="font-family:Verdana;"> that the sub-surface is underlain by three lithological layers namely: lateritic top soil, shale, sand and shales with NW direction of groundwater flow from the 2D model. Groundwater prospective zones can be seen along NW, SW and central parts of the study area which have low resistivity values.展开更多
This study was carried out in Harat Rahat (south of Almadinah Almonwarah) using seismic reflection and resistivity methods. The main objectives of this study are to determine the extent of the basaltic layer and to de...This study was carried out in Harat Rahat (south of Almadinah Almonwarah) using seismic reflection and resistivity methods. The main objectives of this study are to determine the extent of the basaltic layer and to define the subsurface faults and fractures that could affect and control the groundwater movement in the study area. A 2D seismic profile was acquired and the result shows that the subsurface in the study area has a major fault. We obtained a well match when the seismic result was compared with drilled wells. As a complementary tool, the resistivity method was applied in order to detect the groundwater level. The results of the resistivity method showed that six distinct layers have been identified. The interpretation of these six layers show that the first three layers, the fourth layer, the fifth layer and the bottom of the section indicated various subsurface structures and lithologies;various basaltic layers, fractured basalt, weathered basement and fresh basaltic layers, respectively. It is obvious that the eventual success of geophysical surveys depend on the combination with other subsurface data sources in order to produce accurate maps.展开更多
文摘An electrical resistivity survey involving vertical electrical sounding (VES) technique was carried out in Issele-Azagba, Aniocha North Local Government Area of Delta State, Nigeria. This was aimed at investigating the lithologic boundaries and classification of the various subsurface formations. The data obtained were subjected to a twofold interpretative procedure involving initial partial curve matching and computer iteration. Results showed that a maximum of five subsurface layers was delineated from the geoelectric sections. This is made up of loamy topsoil underlain by relatively continuous sandy units composed of different compaction, wetness and clay content. The result also showed that the fifth substratum of the geoelectric section was the aquiferous sand relevant in groundwater development within the study area. Analysis of the result had shown that the aquifers identified in this study were vulnerable contamination percolating from the surface due to the absence of a protective aquitards.
文摘This report evaluates the use of electrical method and borehole data to investigate the subsurface to delineate the groundwater potential in Enugu metropolis and the environs, south-eastern Nigeria other than rely only on resistivity method w</span><span style="font-family:Verdana;">hich could lead to interpretation error. Integrating these 2 data sets is key in this study. The study area is located in the Anambra Basin and is underlain by Nkporo/Enugu Shale which is overlain by the Mamu Formation. It is bounded by Latitudes 6</span><span style="font-family:Verdana;"><span style="white-space:nowrap;">°</span>2 0'00</span></span><span style="font-family:Verdana;">"</span><span style="font-family:Verdana;">N to 6<span style="white-space:nowrap;">°</span>30'00</span><span style="font-family:Verdana;">"</span><span style="font-family:Verdana;">N and Longitudes 7<span style="white-space:nowrap;">°</span>25'00</span><span style="font-family:Verdana;">"</span><span style="font-family:Verdana;">E to 7<span style="white-space:nowrap;">°</span>35'00</span><span style="font-family:Verdana;">"</span><span style="font-family:""><span style="font-family:Verdana;">E and covers surface area of about 342 m</span><sup><span style="font-family:Verdana;">2</span></sup><span style="font-family:Verdana;">. Thirty</span></span><span style="font-family:Verdana;">-</span><span style="font-family:Verdana;">one vertical electrical soundings (VES) were carried out across the area using the Schlumberger electrode array with current electrode separation from 2 to 500 m to identify the depths and resistivity values of the identified geo-electric layers. Through data analysis using WinResist software, the apparent resistivity, thicknesses and depths and the thicknesses of the aquifers were generated. The resistivity</span><span style="font-family:""> </span><span style="font-family:Verdana;">and depths were modelled to generate resistivity map and depth map. The resistivity of the aquiferous zone within the study area varie</span><span style="font-family:Verdana;">d</span><span style="font-family:Verdana;"> from 20.55</span><span style="font-family:""> - </span><span style="font-family:Verdana;">427.8 ohm-m at depths of between 10.7</span> - <span style="font-family:Verdana;">40.05 m. Depth to the water table appears to be shallow at the south western part of the map. The interpreted geo-electric layers show a sequence of lateritic top soil, shale, sand and shale. The frequency distribution of the VES curves generated shows the presence of 3 to 5 layers with HK type as the highest. Also, a 2D model was generated using the correlation of VES to VES data and borehole data to VES data to show the underlying stratigraphy beneath the study area as well as the direction of ground water flow. Result of the VES curve analysis reveal</span><span style="font-family:Verdana;">s</span><span style="font-family:Verdana;"> that the sub-surface is underlain by three lithological layers namely: lateritic top soil, shale, sand and shales with NW direction of groundwater flow from the 2D model. Groundwater prospective zones can be seen along NW, SW and central parts of the study area which have low resistivity values.
文摘This study was carried out in Harat Rahat (south of Almadinah Almonwarah) using seismic reflection and resistivity methods. The main objectives of this study are to determine the extent of the basaltic layer and to define the subsurface faults and fractures that could affect and control the groundwater movement in the study area. A 2D seismic profile was acquired and the result shows that the subsurface in the study area has a major fault. We obtained a well match when the seismic result was compared with drilled wells. As a complementary tool, the resistivity method was applied in order to detect the groundwater level. The results of the resistivity method showed that six distinct layers have been identified. The interpretation of these six layers show that the first three layers, the fourth layer, the fifth layer and the bottom of the section indicated various subsurface structures and lithologies;various basaltic layers, fractured basalt, weathered basement and fresh basaltic layers, respectively. It is obvious that the eventual success of geophysical surveys depend on the combination with other subsurface data sources in order to produce accurate maps.