Digital Core Imaging Case Study
Transcription
Digital Core Imaging Case Study
Applications of High Resolution Scanned Core Images for Investigations in Facies and 3-D Structural Analyses Rafat, G.; Peters, St.; Schlueter, R. Digital core imaging is a new method of acquiring data from drill cores in addition to conventional (geological and geotechnical) core logging and geophysical borehole logging. However, this method has also some important advantages. High resolution scans may be seen as an ideal coupling and completion not only documenting visible features in digital formats as they would have been described by the geologist but also connecting and comparing these data with various geophysical data. Global online accessibility is also provided. Using a comprehensive suite of software, additional evaluations can be carried out with regard e.g. to lithofacies characterisation, paleotransport analysis and acquisition of geotechnical parameters. Core images on different scales in the range of mm and smaller allow to describe the lithological and physical properties of the rock. The use of core images has proven to be accurate, quick, and, hence economical. New methods of evaluating digital images (360° and slabbed images) allow to produce calibration images for lithofacies recognition, 3-D structural analysis and determination of geotechnical parameters. In many cases, the images analysed by the software provided make it possible to determine qualitative and quantitative data that otherwise cannot be achieved or only with less accuracy and certainty. Various applications of the new method will be illustrated with the help of respective case studies. Figure 1: Digital Imaging System: CoreScan® Colour 1. Varve chronology of the Messel maar (Hessen, Germany) Varves are distinctly marked annual deposits of a sediment regardless of its origin. One of the world’s most famous occurrences of varved sediments are the oil shales of the Messel pit. The shales contain vertebrate fossils of Eocene age in abundance. In order to protect this unique site it has been declared a world’s natural heritage by UNESCO. Figure 3: Section through the Messel maar prior to and during sedimentation of the shales and today will drilling location Figure 2: German stamp commemorating the Messel pit as UNESCO‘s World Natural Heritage Terraplus Inc. 52 West Beaver Cr. Rd. #12, Richmond Hill, ON. Canada L4B 1L9 Tel: 905-764-5505 Fax: 905-764-8093 Email: [email protected] Website: www.terraplus.ca Figure 4: Listing of varve structures in the Baruth maar (Lausitz, Germany) Figure 5: Profile with varve structures and graphs with corresponding parameters M e s s e l: P r o b e Figure 6: Example of grain size distribution analysis 2 1 _ 7 1 6 1 4 Peakabstand 1 2 1 0 8 6 4 2 0 0 2 0 4 0 6 0 8 0 P e a k la g e M e s s e l: P r o b e 2 1 _ 7 1 6 1 4 Peakabstand 1 2 1 0 8 6 4 2 0 1 2 1 4 1 6 1 P e a k -N r . The shales of Messel are sediments deposited in sweet water lakes filling volcanic craters, in Germany called ”Maar”. Images of slabbed drillhole sections of the Messel formation have been recently scanned by DMT. These images allow a comprehensive documentation and set up of a data base for the complete sequence of varved structures. Based on a grey scale (8 Bit/Pixel) or colour picture (24 Bit/Pixel) image, a special filter tool allows to evaluate thinly laminated structures like varves. This so-called Evaluate Filter function creates a listing of the detected maxima. Each data set of a respective maximum contains the profile number, the position in x/y coordinates, the distance between two corresponding layers, and the thickness of the individual layer. Another tool, the Show Dialog checkbox, displays an interactive preview of the detected maxima or minima. The maxima can be viewed and edited in the dialog before they are added to the list of measurements. To add or delete a maximum / minimum, simply click on the red dots in the maxima / minima listing. If the Show Dialog is not activated the detected maxima / minima will be added to the listing directly. 2. Grain distribution analysis for the oil and mineral mining industry Core images on different scales allow to describe lithological and physical properties. For the aim of understanding depositional environments, the images are used for lithofacies characterisation and paleotransport analysis by grain size distribution, grain shape, and particle statistics. Based on these data an optimised reservoir analysis can be achieved. A new program for Core Image Analysis (C.I.A) allows to analyse images of cores, slabbed cores and other suitable samples, e.g. thin sections according to various parameters. Figure 6 shows an example of grain size analysis. With the CoreScan®, a high resolution overview-scan gives you an average grain size distribution in a very short time. Scanning with CoreScan® standard resolution highlights the medium grain size. CoreScan® high resolution includes a larger number of of measurable particles and more precise results. The program provides e.g. weighted histograms of different grain sizes and sieve curves. In the CIA programme, colours (green, red, or blue) can be attributed to certain ranges of the spectrum representing certain components of the rock. Thus, the image can be analysed much easier highlighting e.g. certain minerals that are of interest for mining. 73_5_Evaluation.XLS[Short]: 82 Particles Histogram 73_5_Evaluation.XLS[Short]: 82 Particles [%] Sum-Curve Particle Statistics: File: 73_5 100 [%] 51,59 90 45,85 80 40,12 70 34,39 60 28,66 50 22,93 40 17,20 30 11,46 20 5,73 10 [Num] 0 0 0,50 6,08 11,67 [%] 17,25 22,84 28,42 34,00 39,59 73_5_Evaluation.XLS[Short]: 82 Particles Sieve Curve 45,17 50,76 10 -0,30 10 -0,10 10 0,11 0,32 0,52 0,73 0,93 1,14 1,34 1,55 10 10 10 10 10 10 10 73_5_Evaluation.XLS[Short]: 82 Particles [mm] 100 Particle Size Distribution (fracta l) [mm] Average Minimum Maximum Standard Deviation Quartile 1 Median (Q2) Quartile 3 Sum Area 3,3430 0,5009 56,3397 7,5987 Holes:: Num 2,7805 0 76 9,5297 Holes:: Area 0,2391 0 9,3132 1,1033 Holes:: Circumference 0,2391 0 9,3132 1,1033 0 0 Short Axis::Length 1,7676 0,7151 8,1280 1,3891 Unit [mm] Figure 8: Thin section of South African kimberlite with green colour attributed to a defined range of the total spectrum Short Axis::Phi 96,5122 0 179 49,5093 8,3317 12,5335 0,6648 0,9973 0 0 0 0 1,0153 1,2521 63,5000 100 22,7922 1750,8131 2,3264 274,1296 1 228 0,0391 0,0391 19,6064 19,6064 1,9004 144,9409 143 7914 Long Axis::Length 2,9111 1,1510 12,8457 2,1117 Long Axis::Phi 84,9024 1 179 55,9876 Convex Area 5,5908 0,6700 72,7628 11,0305 Paris 2,4420 1,3188 5,2030 0,8025 Inertia Moment::Max 10,4249 0,0279 447,3873 53,0160 Inertia Moment::Min 4,7498 0,0102 177,9506 22,9318 Inertia Moment::Phi-Min 82,7454 0,2345 178,9440 52,9672 0,1155 0,2765 10e2 Area Area 90 80 Quartile 3: 7270 µm 10e1,50 Average Minimum Maximum Standard Deviation Quartile 1 Median (Q2) Quartile 3 Sum 70 60 50 Circumference 21,3514 4,5435 146,8034 24,2822 Number of Particles: 82 Quartile 2: 5626 µm 10e1 40 30 Quartile 1: 3758 µm 10e0,50 20 10 0 10e0 6 20 63 20 0 63 2 20 00 63 25 20 00 0 63 24 6 10 -0,30 10 -0,10 10 0,11 10 0,32 10 0,52 10 0,73 [µm] Equivalent Circle Diameter 10 0,93 10 1,14 10 1,34 10 1,6801 2,1884 34,5000 77 1,2798 2,0556 1,8352 2,3246 3,0699 238,7126 139,5000 6962 4,4111 458,4453 2,8071 1,1056 200,247 854,8385 0,0277 0,0699 31,5918 79,8444 0,4285 389,4811 128,1203 6785,1236 1,55 [mm] Area Figure 9: Thin section of kimberlite with edge detection Figure 7: Grain size distribution and analysis of tuffitic breccia Another feature works with different edge detection algorithms. The standard edge detector of CIA takes a colour or grey value image and returns a binary and thinned image. Depending on the material, the use of edge enhancement or Canny edge detection may be advisable 3. CoreScan®-CoreBase – the core image data base CoreBase is a powerful data base for core images. It allows an easy step by step one-click zooming in from location to drillhole, core run and the actual core image including data connected with this particular section (figure 10). Various options of synoptic presentations like scrolling the complete core of the borehole or sequential compilations are possible. Different Types of structural features can be picked and their strike and dip identified. These features can be displayed together with the core images (figure 11). 4. Structural and geotechnical analysis using CoreLog Integra & Fracture Statistics Structural analysis is based on the differentiation of various elements like bedding joints, foliation and their orientation. The data are particularly important for structure controlled deposits (sedimentary and non-sedimentary) as well as for geotechnical applications in mining and civil engineering. A comprehensive interpretation of structural features for tectonic and geotechnical analyses of core images can be carried out with CoreLog Integra. After scanning the core, the features can be picked manually and attributed to different structural types like bedding, cleats, foliation etc. Figure 10: Zooming-in windows in CoreBase, the database management system Figure 11: Synoptic representation of a selected sequence from the database If borehole deviation data are connected with the scanned images the structures can be re-oriented according to their strike and dip. Virtual orientation of the core – e.g. by comparison with acoustic measurements of the borehole wall (FMI/BHTV) – also helps to position internal features that have been described during core logging relative to the bedding or cleats. The program offers a variety of options not only for the presentation of structural elements of to drillhole. Various geotechnical parameters like RQD, fracture density, and fracture distance can be calculated and plotted along the scanned sequence. For any defined section of the borehole, the respective structural data can be analysed automatically and represented in diagrams like pole, rose, density, or isoline diagrams as well as in cross-sections and planar plots marking the selected elements with their true strike and dip along the borehole axis. Figure 12: Scanned core image with structural elements and geotechnical parameters Figure 13: Various diagrams produced by CoreLog Integra from scanned and interpreted core images