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1.
A.I. Olayinka 《Journal of African Earth Sciences》1997,24(4):635-647
The magnitude of errors in the determination of depth to bedrock from Wenner and Schlumberger resistivity sounding curves, caused by the non-identification of a suppressed layer, has been investigated. The principal objective is to evaluate how the layer thicknesses and resistivities affect the accuracy of depth estimates. In the computations, the intermediate layer in a 3-layer model, in which the resistivity increases with depth, is removed and the 2-layer sounding curve that is electrically equivalent to the 3-layer curve is generated. The results indicate that there is a possibility for large depth underestimations when the resistivity contrast between layers 1 and 2 is very large. This is manifested in a steeply rising terminal branch on the sounding curve. There is a slight decrease in the depth underestimation as the resistivity contrast between layers 2 and 3 increases. Conversely, if the intermediate layer is fairly thick and the resistivity contrasts are not too large, the best-fit 2-layer curve shows large deviations from the 3-layer curve. In such cases, the intermediate layer can be identified, resulting in reliable depth estimates. A field example from Nigeria is presented in which the sounding data has been interpreted so as to account for a prebasement layer of intermediate resistivity, indicative of a fractured granite. 相似文献
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A linguistic fuzzy logic system (LFLS)-based expert system model has been developed for the assessment of aquifers for the location of productive water boreholes in a crystalline basement complex. The model design employed a multiple input/single output (MISO) approach with geoelectrical parameters and topographic features as input variables and control crisp value as the output. The application of the method to the data acquired in Khondalitic terrain, a basement complex in Vizianagaram District, south India, shows that potential groundwater resource zones that have control output values in the range 0.3295–0.3484 have a yield greater than 6,000 liters per hour (LPH). The range 0.3174–0.3226 gives a yield less than 4,000 LPH. The validation of the control crisp value using data acquired from Oban Massif, a basement complex in southeastern Nigeria, indicates a yield less than 3,000 LPH for control output values in the range 0.2938–0.3065. This validation corroborates the ability of control output values to predict a yield, thereby vindicating the applicability of linguistic fuzzy logic system in siting productive water boreholes in a basement complex. 相似文献
4.
The reliability of inversion of apparent resistivity pseudosection data to determine accurately the true resistivity distribution over 2D structures has been investigated, using a common inversion scheme based on a smoothness‐constrained non‐linear least‐squares optimization, for the Wenner array. This involved calculation of synthetic apparent resistivity pseudosection data, which were then inverted and the model estimated from the inversion was compared with the original 2D model. The models examined include (i) horizontal layering, (ii) a vertical fault, (iii) a low‐resistivity fill within a high‐resistivity basement, and (iv) an upfaulted basement block beneath a conductive overburden. Over vertical structures, the resistivity models obtained from inversion are usually much sharper than the measured data. However, the inverted resistivities can be smaller than the lowest, or greater than the highest, true model resistivity. The substantial reduction generally recorded in the data misfit during the least‐squares inversion of 2D apparent resistivity data is not always accompanied by any noticeable reduction in the model misfit. Conversely, the model misfit may, for all practical purposes, remain invariant for successive iterations. It can also increase with the iteration number, especially where the resistivity contrast at the bedrock interface exceeds a factor of about 10; in such instances, the optimum model estimated from inversion is attained at a very low iteration number. The largest model misfit is encountered in the zone adjacent to a contact where there is a large change in the resistivity contrast. It is concluded that smooth inversion can provide only an approximate guide to the true geometry and true formation resistivity. 相似文献
5.
A series of 2D apparent resistivity data were generated over two synthetic models representing different geological or environmental
conditions commonly associated with geophysical applications for hydrogeological, environmental and engineering investigations.
The apparent resistivity data were generated for the following arrays: Wenner-alpha (WA), Wenner-beta (WB), Wenner–Schlumberger
(WSC), dipole–dipole (DDP), pole–dipole (PDP) and pole–pole (PP) arrays, which were paired such that apparent resistivity
data for 2D profiles in a parallel direction are obtained with a particular array type and those in a perpendicular direction
are observed with a different array type. The 2D apparent resistivity data for the orthogonal paired-arrays were then collated
to 3D data sets. The effectiveness and efficiency of the orthogonal paired-arrays in 3D geoelectrical resistivity imaging
were evaluated by determining the mean absolute anomaly effects of the electrode configurations on the synthetic models. The
results show that DDP–PDP, DDP–PP, DDP–WSC, PDP–PP, DDP–WB, PDP–WB and WB–WSC orthogonal paired-arrays produced higher anomaly
effects on the synthetic models. This indicates that DDP–PDP, DDP–PP, DDP–WSC, PDP–PP, DDP–WB, PDP–WB and WB–WSC orthogonal
paired-arrays are more sensitive to 3D features of the geologic models than the other orthogonal paired-arrays investigated. 相似文献
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Natural Hazards - This study used a simulation methodology for dam break analysis and flood simulation in an urbanized arid region, namely Um Al-Khair dam in Jeddah, Saudi Arabia. The analysis was... 相似文献
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Ahzegbobor Philips Aizebeokhai A. I. Olayinka V. S. Singh 《Environmental Earth Sciences》2010,61(7):1481-1492
Orthogonal set of 2D geoelectrical resistivity field data, consisting of six parallel and five perpendicular profiles, were
collected in an investigation site using the conventional Wenner array. Seven Schlumberger soundings were also conducted on
the site to provide ID layering information and supplement the orthogonal 2D profiles. The observed 2D apparent resistivity
data were first processed individually and then collated into 3D data set which was processed using a 3D inversion code. The
3D model resistivity images obtained from the inversion are presented as horizontal depth slices. Some distortions observed
in the 2D images from the inversion of the 2D profiles are not observed in the 2D images extracted from the 3D inversion.
The survey was conducted with the aim of investigating the degree of weathering and fracturing in the weathered profile, and
thereby ascertaining the suitability of the site for engineering constructions as well as determining its groundwater potential. 相似文献
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Adabanija Moruffdeen Adedapo Olayinka Abel Idowu Osinowo Olawale Olakunle Junaid Abdulquadri Tayo Adebayo Isiah Olufemi 《Geotechnical and Geological Engineering》2021,39(5):3689-3727
Geotechnical and Geological Engineering - The stability of the pavement system on old Ogbomoso-Ilorin road in southwestern Nigeria basement complex was investigated. This was carried out by... 相似文献
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An integrated geological, geoelectrical and hydrochemical investigation of shallow groundwater occurrence in the Ibadan area,
southwestern Nigeria, is presented. The primary objective was to characterise the groundwater in a typical low-latitude environment
underlain by Precambrian crystalline basement complex rocks. The dominant rocks comprise suites of gneisses and quartzites.
Chemical analyses of the groundwater show that the mean concentration of the cations is in the order Na>Ca>Mg>K while that
for the anions is Cl>HCO3>NO3>SO4. Statistical analyses, using the product-moment coefficient of correlation, indicate positive correlations between the following
pairs of parameters: TDS and conductivity (r=0.96); Na++Mg2+ and Cl– (r=0.95); Na++K+ and Ca2+ (r=0.43); Na++K+ and HCO3
– (r=0.17); Ca2+ and Mg2+ (r=0.74); Ca2+ and HCO3
– (r=0.33); Ca2++Mg2+ and HCO3
– (r=0.31) and pH and HCO3
– (r=0.54). A very weak negative correlation was recorded between pH and Cl–, with r=–0.003. Five groundwater groups have been identified, namely, (1) the Na-Cl, Na-Ca-Cl, Na-Ca-(Mg)-Cl; (2) the Ca-(Mg)-Na-HCO3-Cl, Na-Ca-HCO3-Cl, and Ca-HCO3-Cl; (3) the Ca-(Mg)-Na-HCO3, Ca-Na-HCO3; (4) Ca-Na-Cl-(SO4)-HCO3 and (5) the Ca-(Mg)-Na-SO4-HCO3. The different groups reflect the diversity of bedrock types and consequently also of the products of weathering. Most of
the water sampled is unfit for drinking on account of the high NO3
– content. It can, however, be used for irrigation purposes as the sodium hazard is low while the salinity hazard ranges from
low to medium. Resistivity soundings indicate the presence of a thick weathering profile, which could be up to 60 m. Such
sites should be the target for any long-term and sustainable groundwater development in the area.
Received: 15 April 1998 · Accepted: 4 July 1998 相似文献
10.
L. Olayinka ASSEEZ 《水文科学杂志》2013,58(3):61-62
Abstract When a river flows into a reservoir, the solid materials it carries sink to the bottom thus reducing the potential reservoir capacity. The suspended load of eight major western rivers flowing into Kainji Lake was determined as a part of the investigation of the suspended sediment of the reservoir. The sediment content in each sample was determined in parts per million. On the whole the results of this study is in agreement with the previous conclusion that the sediment load of the Niger was low. A range of 29–221 ppm was observed within the reservoir whereas the concentration in the inflowing rivers varied from 122–953 ppm. It was however not possible to determine the total sediment load because discharge data were lacking. The data presented herein confirm the earlier conclusion that the rate of silting is slow but indicate that locally high rate of sediment supply should give cause for anxiety regarding the possible growth of deltas as the months of these rivers. The full potential of this study is difficult to assess at this stage but it has revealed a number of problem areas worth looking into in future years. A number of future studies believed to be capable of giving the necessary data for operation and management of the reservoir are recommended. 相似文献