Experience of cross-hole electrical ip-tomography for detailed study of sulfide mineralization
About authors
- 1 — post-graduate student Saint Petersburg State University
- 2 — Ph.D., Dr.Sci. professor Saint Petersburg State University
- 3 — chief of interpretation group JSC «Geophysical company «Astra»
- 4 — general director JSC «Geophysical company «Astra»
Abstract
Cross-hole induced polarization tomography is а promoting area of electrical survey. The high resolution of this method allows detailed study of the distribution of electrical resistivity and chargeability in a hole-hole plane. In the paper we describe a used field technique, principles of data acquisition and inversion. We present results of the cross-hole induced polarization tomography obtained on a site with sulphide mineralization (Kola Peninsula).
Область исследования:
(Archived) Application of the modern geophysical technologies for prospecting and exploration of mineral deposits
Funding:
None
References
- Komarov V.A. Geoelectrics method of induced polarization. Leningrad,1980. 391 p.
- Constable S.C., Parker R.L., Constable C.G. Occam’s inversion: A practical algorithm for generating smooth models from electromagnetic sounding data // Geophysics. 1987. P.287-300.
- Daily W., Owen E. Cross-borehole resistivity tomography // Geophysics. 1991. P.1228-1235.
- Lesur V., Cuer M., Straub A. 2-D and 3-D interpretation of electrical tomography measurements. Part 1: The forward problem // Geophysics. 1999. P. 386-395.
- Zhou B., Greenhalgh S.A. Cross-hole resistivity tomography using different electrode configuration // Geophysical Prospecting. 2000. P. 887-912.
Similar articles
Regional forecasting and metallogenic studies of uranium and their role in the formation of the mineral resource base of nuclear industry in Russia
2011 A. A. Smislov, A. V. Kozlov
Overview of the main risks of the enterprises of mining and metallurgical branches in modern conditions
2011 A. Yu. Tsvetkova
Application of the gpr-method for estimation of the condition of fastening of the backslope of soil dams
2011 V. V. Glazunov, S. M. Danilev, N. N. Efimova