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1D resistivity inversion technique in the mapping of igneous intrusives; a step to sustainable quarry development

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The use of trial pits as a first step in quarry site development causes land degradation and results in more failure than success for potential quarry investors in some parts of the world. In this paper, resistivity, depth and distance values derived from 26 Vertical Electric Soundings (VES) and 2 profiling inversion sections were successfully used to evaluate a quarry site prior to development. The target rock Diabase (Dolerite) was observed and it had a resistivity range of 3.0 x 10⁴ - 7. 8 x 10⁶ Ω-m, and was clearly distinguishable from associated rocks with its bright red color code on the AGI 1D inversion software. This target rock was overlain by quartzite, indurate shale and mudstone as overburden materials. The quartzite, with its off-red colour, has a resistivity range of 2.0 x 10³-2.9 x 10⁵ Ω-m, while the indurate shale, with a yellowish-brown colour, showed resistivity values ranging from 6.1 x 10² - 2.8 x 10⁵ Ω-m. Topsoil was clayey, with a resistivity range from 8 - 8.6 x 10²u Ω-m and depths of 0.3-1.8 m, often weathered and replaced by associated rocks outcrops. The diabase rock, in the three prospective pits mapped, showed thicknesses of between 40 and 76 m across the site. The prospective pits were identified to accommodate an estimated 2,569,450 tonnes of diabase with an average quarry pit depth of 50 m. This figure was justified by physical observations made at a nearby quarry pit and from test holes. Communities were able to prepare a geophysical appraisal of the intrusive body in their domain for economic planning and sustainability of the natural resource.
Rocznik
Strony
127--138
Opis fizyczny
Bibliogr. 15 poz.
Twórcy
  • Department of Environmental Technology, Federal University of Technology, Owerri, Nigeria
autor
  • Department of Physics, University of Port-Harcourt, Port-Harcourt, Nigeria
autor
  • Department of Environmental Technology, Federal University of Technology, Owerri, Nigeria
autor
  • Department of Environmental Technology, Federal University of Technology, Owerri, Nigeria
Bibliografia
  • 1. Darwish, T., Khater, C., Jomaa, L., Stehouwer, R., Shaban, A., & Hamz_e, M. (2011). Environmental impact of quarries on natural resources in Lebanon. Land Degradation and Development, 22(3), 313-382.
  • 2. Fatoye, F. B., & Gideon, Y. B. (2013). Geology and mineral resources of the lower Benue trough, Nigeria. Advances in Applied Science Research, 4(6), 21-28.
  • 3. Greenhouse, J., & Pehme, P. (2001). Applications of geophysics in geotechnical and environmental engineering. Denver, Co: Environ. and Eng. Geophysical Society.
  • 4. Joelle, R., Juan, L. F., Colette, S., Ouassima, H., Antoine, M., & Ali, E. (2011). A methodology for converting traditional VES into 2D resistivity models, application to Saiss basin Morocco. Geophysics, 76(6), 225-236.
  • 5. Kogbe, C. A. (1975). Geology of Nigeria. Lagos: Elizabethan Pub Co.
  • 6. Milsom, J., & Eriksen, A. (2011). Field geophysics (4th ed.). Chichester: Wiley & Sons.
  • 7. Nwachukwu, M. A., Chinaka, C., & Nwachukwu, M. I. (2011). Petrographic analysis for naming and classifying an igneous intrusive rock of the Lower Benue Trough Nigeria. Journal of Geology and Mining Research, 3(3), 63-72.
  • 8. Nwachukwu, M. A., & Eburukvwe, O. (2013). Assessment of environmental hazards: Linking borrow pits, gully erosion, and road failure. Journal of Civil Engineering and Construction Technology, 4(6), 199-210.
  • 9. Nwachukwu, M. A., & Feng, F. (2012). Environmental hazards and sustainable development of rock quarries, lower Benue trough Nigeria. OIDA International Journal of Sustainable Development, 5(6), 51-68.
  • 10. Parasnis, D. S. (1997). Principles of applied geophysics (5th ed.). London: Chapman & Hall.
  • 11. Reyment, R. A. (1965). Aspect of the geology of Nigeria: The Stratigraphy of the Cretaceous and Cenozoic Deposits. Ibadan University Press.
  • 12. Roderick, S. (2015). Evaluation of reserves and resources for quarry valuation. Retrieved April 29, 2017 from www.quarryvaluations.com.
  • 13. Sultan, A. S., Fernando, A., & Santos, M. (2008). 1D and 3D resistivity inversions for geotechnical investigation. Journal of Geophysics and Engineering, 5(1), 1-11.
  • 14. Telford, W. M., Telford, L. P., Geldart, R., & Sheriff, E. (1990). Applied geophysics (2nd ed.). Cambridge University Press.
  • 15. Todd, K. D., & Mays, L. W. (2005). Groundwater hydrology (3rd ed.). New York: John Wiley & Sons.
Uwagi
PL
Opracowanie w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2018)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-d48bf36d-a1fd-41e0-ae10-2b8d7bfc0785
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