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e b . t n CT in Geology e g u . Marijn Boone t c - - PowerPoint PPT Presentation

e b . t n CT in Geology e g u . Marijn Boone t c Department Geology and g Soil Science UGCT u . w w w e Overview presentation b . t n History: review papers e g Applications of CT in geology u 3D


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CT in Geology

Marijn Boone

Department Geology and Soil Science – UGCT

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Overview presentation

  • History: review papers
  • Applications of CT in geology
  • 3D grain analysis
  • 3D petrography
  • Pore analysis
  • Fluid flow analysis
  • Future innovations
  • REV - multiscale
  • Dynamic imaging
  • In situ scanning

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First Geological applications

  • Paleontology

(Conroy & Vannier, 1984 and Haubitz et al., 1988)

– CT for irreplacable fossil samples (non destructive analysis)

Conroy & Vannier, 1984

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First Geological applications

  • Paleontology (Conroy & Vannier, 1984 and

Haubitz et al., 1988)

– CT for irreplaceable fossil samples (non destructive analysis)

  • Meteorites (Arnold et al., 1982)

– One of a kind sample: Allende Meteorite

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First Geological applications

  • Petroleum engineering (Wellington and

Vinegar, 1987 and WithJack, 1988) 2 phase fluid flow experiments on cores (high temporal resolution)

After Wellington and Vinegar, 1987 After Wellington and Vinegar, 1987

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First Geological applications

Medical CT in multiple fields of geology by early 90s

  • Porosity of soils
  • Sediment morphology in cores
  • Faulting in rocks

Medical CT Spatial resolution of 250 µm

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First Geological applications

  • End of the 90s: higher resolution

– shape and size of individual pores, minerals, grains and factures – Mainly synchrotron facilities (cost and availability) – Around 2000: lab based micro-CT systems in geology

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X-ray source Sample X-ray detector

First Geological applications

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First Geological applications

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First Geological applications

2D 3D

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First Geological applications

2D 3D

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First Geological applications

250 µm

Resolution High resolution

  • nly for small

samples

s M M d R          1 1

SOD SDD M 

R: resolution d: resolution detector M: magnification s: spot size X-ray source

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First Geological applications

Grey value µ(x,y,z) : local attenuation coefficient Proportional to mass density quartz - clay Strongly depending on atomic number quartz (Si) – zircon (Zr)

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GRAIN SIZE ANALYSIS:

DETERMINING THE GRAINS SIZE, SHAPE AND DISTRIBUTION FROM THE 3D IMAGE

Applications in geology

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Applications: grain size analysis

Grain size distribution:

  • Sieving
  • Measuring on thin section
  • Sorting
  • Determine shape and

angularity

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Applications: grain size analysis

Original image Segmentation based on grey scale Maximum opening

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Applications: grain size analysis

Original image Segmentation based on grey scale Watershed separation Maximum opening Maximum opening Equivalent diameter = Diameter of sphere with this volume

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Applications: grain size analysis

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3D PETROGRAPHY:

DETERMINING THE MINERAL DISTRIBUTION IN 3D

Applications in geology

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Applications: 3D petrography

  • X-ray CT: no direct chemical information

– Multi-energy scanning: density & atomic number

  • Synchrotron: mono-energetic
  • Lab based microCT : poly energetic (challenging)

1 10 100 1,000 20 40 60 80 100 120 140 160

Attenuation (cm-1)

keV Linear attenuation coefficient

Quartz Chalcopyrite Malachite Barite

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Applications: 3D petrography

  • X-ray CT: chemical information

– Multi-energy scanning: density & atomic number – Data fusion: combining different techniques

  • XRF (synchrotron & lab system)

~ 3.5 mm

  • B. De Samber et al,

2008 Analytical and Bioanalytical Chemistry

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Applications: 3D petrography

  • X-ray CT: chemical information

– Multi-energy scanning: density & atomic number – Data fusion: combining different techniques

  • XRF (synchrotron & lab system)
  • SEM(SEM-EDS)

µCT SEM-EDS

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Applications: 3D petrography

2D µXRF mapping

EDAX EAGLE-III µ- probe on the surfaces of the sample Cu Cu S S Ba Ba Si Si Fe Fe

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Applications: 3D petrography

Quartz SiO2 Malachite Cu2CO3(OH)2 Chalcopyrite CuFeS2 Fe-rich ground mass Barite BaSO4

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Applications: 3D petrography

Quartz SiO2 Malachite Cu2CO3(OH)2 Chalcopyrite CuFeS2 Fe-rich ground mass Barite BaSO4

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3D PORE CHARACTERIZATION:

DETERMINING POROSITY AND PORE SIZE DISTRIBUTION

Applications in geology

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Applications: 3D pore characterization

Before CT: 3D pore structures based on 2D thin sections or SEM images µCT & image analysis: visualize and analyze complex pore structure and its connectivity

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Porosity calculation Labeling different pores according to:

  • size
  • orientation
  • surface

Pore network extraction Pore throats

Applications: 3D pore characterization

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Applications: 3D pore characterization

Oolithic limestone (resolution 5.6µm) Partially filled with water

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Applications: 3D pore characterization

Oolithic limestone (resolution 5.6µm) Partially filled with water Analyze distribution of water and air in pore structure

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Applications: 3D pore characterization

Oolithic limestone (resolution 5.6µm)

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Applications: 3D pore characterization

Oolithic limestone (resolution 5.6µm) 8,5 % air 6,8 % residual water

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Applications: 3D pore characterization

Importance of water distribution in rock: Frost weathering

Visualize water uptake in building material Preferential uptake along certain zones in the rock

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Applications: 3D pore characterization

Frost weathering

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FLUID FLOW ANALYSIS:

MODELLING FLUID FLOW THROUGH THE PORES

Applications in geology

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Fluid flow analysis

single phase flow Lattice Boltzmann method Extracting pore network model

Permeability value in Darcy

Computational intensive: Cluster Computer needed for calculation

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Fluid flow analysis

More than one fluid: Pore Network Modelling

Mineral grains Pore space

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Fluid flow analysis

Water displaced by non wetting phase

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Fluid flow analysis

CCS project in Svalbard (Norway) Underground CO2 storage in a geological reservoir

Porosity = 10% Percolating porosity = 9% Permeability = 11 mD

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Fluid flow analysis

Pore network model from CT

Pumping CO2 into the underground: Water displaced by CO2 (= 87% CO2)

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Fluid flow analysis

Pumping CO2 into the underground: Water displaced by CO2 (= 87% CO2) Stop CO2 injection and return water: CO2 displaced by water (= 60% CO2 trapped)

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REV: REPRESENTATIVE ELEMENTARY VOLUME AND UPSCALING

Future Challenges

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REV and upscaling

High resolution = small sample

scan representative for an entire rock or core?

  • r even for a quarry or reservoir?

5 mm

Representative ?

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REV and upscaling

Carbonate reservoirs:

Complex texture Very heterogeneous concerning porosity

AAPG, 77

Interparticular & Intraparticular porosity Moldic porosity Intercrystal porosity Fractures Vuggy porosity

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REV and upscaling

Upscaling Combining information from different sample sizes and resolutions to capture all the different porosity types

Larger core – medical CT (500 µm³) Subsample – micro CT (12 µm³) Capture large vugs and fractures

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REV and upscaling

Upscaling Combining information from different sample sizes and resolutions to capture all the different porosity types

Subsample – micro CT (12 µm³) Capture Inter-, Intraparticular and moldic porosity microplug – micro CT (4 µm³)

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REV and upscaling

Upscaling Combining information from different sample sizes and resolutions to capture all the different porosity types

Capture micro porosity microplug – micro CT (4 µm³) SEM imaging (nm)

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DYNAMIC IMAGING: FOLLOWING A PROCESS THROUGH TIME

Future Challenges

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Dynamic Imaging

Underground CO2 storage in a geological reservoir

CO2 injection Dissolution in the reservoir fluid pH drop Chemical imbalance in reservoir rock

  • olithic limestone sample of 5 mm diameter

Scan resolution: 5,6 µm

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Dynamic Imaging

First tests: Simulating a flow of CO2 saturated flow in the underground HCl solution with a pH 3 Flow speed: 30 cm³ /h Exposed for a period of 94 hours

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Dynamic Imaging

Begin After 94 hours After 38 hours Changes in porosity through time:

  • Dissolution
  • Transport of loose grains through the pore network

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Dynamic Imaging

Changes in porosity through time:

  • Dissolution
  • Transport of loose grains through the pore network

10.00% 15.00% 20.00% 25.00% 30.00% 35.00% 40.00% 45.00% 50.00%

porosity

t0 t38 10.00% 15.00% 20.00% 25.00% 30.00% 35.00% 40.00% 45.00% 50.00%

porosity

t0 t38 t94

38 hours 94 hours

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Future: Dynamic Imaging

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IN-SITU ANALYSIS: FOLLOWING A PROCESS UNDER EXTERNAL CONDITIONS

Future Challenges

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In-situ analysis

Looking at rock behaviour when exposed to external conditions

  • Water uptake and displacement of fluids
  • Cooling and heating of the sample
  • Climatic control
  • Uniaxial/triaxial pressure tests and fracture

development

Specialized add-on modules or cells are needed on the micro-CT setup

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In-situ analysis

A custom designed pressure cell for the High resolution X-ray computed tomography (HRXCT) setup at the UGCT Pressures up to 120 bar Temperatures up to 70 °C

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Future: In-situ analysis

detail Artificial rock Mixture of quartz (grey) and olivine (green) (porosity 25%)

  • Full saturation with water (enriched in CsCl)
  • Addition of CO2 under 50 bar of pressure

fluid displacement – residual water (blue) 7.5%

  • Dissolution/precipitation are limited to zones with

residual water CO2 @ 50 bar

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Thank you

Marijn Boone

Department Geology and Soil Science – UGCT

www.ugct.ugent.be Marijn.boone@ugent.be

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