Logo GISdevelopment.net

GISdevelopment > Proceedings > ACRS > 1999


1989 | 1990 | 1991 | 1992 | 1994 | 1995 | 1996 | 1997 | 1998 | 1999 | 2000 | 2002
Sessions

Agriculture/Soil

Water Resources

Disasters

Measurement and Modeling

Land Use

Forest Resources

Mapping from Space

Oceanography/Coastal Zone

Topics Including Education

Hyper Spectral Image Processing

Image Processing

Geology

Environment

GIS

Global Change

Airborne Remote Sensing

Poster Sessions
  • Session 1
  • Session 2
  • Session 3
  • Session 4
  • Session 5
  • Session 6



  • ACRS 1999


    Geology

    Printer Friendly Format

    Page 1 of 2
    | Next |

    Estimation of The Prospective ORE-Bearing sites using Multivariate Statistical and Image Analysis

    M. Ganzorig, D.Amarsaikhan, J.Gan-Ochir
    Institute of Information and RS, Mogolian Academy of Sciences,
    av. Enkhataivan-54B, Ulaanbaatar-51, Mongolia

    Abstract
    The aim of this study is to estimate the actual ore-bearing sites using multivariate images and statistical analyses. For this purpose, various maps and images have been used and processed for structural information extraction . the result was integrated with other cartographic and ground truth data and analyzed by a factor analysis. The determined factors are mapped and isolines for each of the calculated factors are drawn. On the basis of the factor distribution the new locations of ore-bearing sites are estimated.

    Introduction
    One of the most interesting geological studies is the exploration of mineral resources. A single scene of RS image or spatial data will not have efficient use for targeting of potential mines and estimation of new ore-bearing sites but will have a promising opportunity if integrated with other information such as structural information, geophysical data or ground truth information.

    The prospective ore-bearing areas can be estimated using multivariate statistical analysis or GIS that contains all necessary datasets in different layers. It seems, the first method is more cost-effective while the second method fails in case of missing data but will have efficient use if the data are fully acquired and stored in a digital format [2].

    The aim of this study s to elaborate a prognosis method and estimate the actual ore bearing sites using RS, GIS and multivariate statistical analyses. The study has two major parts. In the first part some information to be needed for further analysis are extracted through processing and analysis of RS and GIS datasets. In the second part, the extracted information integrated with other ground truth datasets are processed and analyzed by the use of factor analysis. The analyses were carried out using ERDAS, ILWIS system and other statistical packages.

    Test Sites
    As a test site the Khumul area situated in north-eastern part of Mongolia where extensive gold exploration is being carried out was selected. The geological structure in this are has its own peculiarity. In general, most of the macro structure formed in eastern part of Mongolian territory are spread towards the north-east direction. For example, the South Khentii fracture zone, the Deep Onon fracture and other large fractures situated in eastern part of athe country are located close to each other and spread towards the north-east. These geostructures were formed in different geological periods and consist of different rock types falling into the north-east direction. Therefore, they are called as fractures spread along direction of the basic structure.

    However, the interpretation of the aerospace images indicates that are large deep fracture zones spread towards the north-west direction crossing the fractures falling into the north-east. Such a structure is specifically dominant in the Khumul area and is called a cross-located structure. The cross-located structure has had a significant influence on the geological development, formation of minerals and their distribution in the Khumul area [5,6].

    Data Sources
    • Space photographs taken form Meteor and Cosmos
    • Aerial photos, scale 1:32.000
    • Geological map, scale 1:200.000
    • Geomorphologic map, scale 1:50.000
    • Lineament map , scale 1:50.000
    • Topographic maps, scale 1:50.000
    • Other ground truth data.
    Structural Analysis Using RS and GIS
    Initially, photographs taken from " meteor " and 'Cosmos " have been converted to a digital format using a high resolution scanner. To improve the interpretation of scanned images, different spectral and spatial enhancement techniques have been applied. In this level, micro structures were not seen perfectly but the basic applied. In this level micro structures were not seen perfectly but the basic structures of the main lineaments and fracture zone were clearly seen. The lineaments were interpreted and digitized using screen digitizing module of the ERDAS system [2,3]. Comparing the interpreted map with the available lineament map, a final lineament map was created.

    For the structural analysis, density map and rose-diagram have been created. The density map of lineaments indicated that the fractures re more evenly distributed in each of the defined grid cells. It each clearly seen from the built up rose diagram that athe geostructures are mainly spread within azimuths of 20-40, 270-280, 310-320 and 350.

    To support further analysis, a DEM of the study area was created. Fro this purpose, the contours with 20m intervals were digitized from topographic maps of a scale of 1:50,000 and then interpolated. The lineament map overlain on top of the created DEM is shown in figure 1b. for morphological study, a shaded relief map was created using the DEM and the appropriate values fro sun elevation and azimuth were 45 and 30, respectively. Moreover, the contours and rivers were overlain on the shaded relief map [3,7] .

    In this integrated map, the major morphological structure was clearly seen. Fro further analysis, a geomorpholgical map of a scale of 1:50,000 and a geological map of a scale of 1:200,000 were converted to a digital format by the use of a scanner and then georeferenced.


    Figure 1. Location of a test site (a) and a lineament map overlain on top of the DEM.

    Page 1 of 2
    | Next |

    Applications | Technology | Policy | History | News | Tenders | Events | Interviews | Career | Companies | Country Pages | Books | Publications | Education | Glossary | Tutorials | Downloads | Site Map | Subscribe | GIS@development Magazine | Updates | Guest Book