Multi-scale permeability of coal fractures and cleats

Busse, Julia (2017). Multi-scale permeability of coal fractures and cleats PhD Thesis, School of Civil Engineering, The University of Queensland. doi:10.14264/uql.2017.458

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Author Busse, Julia
Thesis Title Multi-scale permeability of coal fractures and cleats
School, Centre or Institute School of Civil Engineering
Institution The University of Queensland
DOI 10.14264/uql.2017.458
Publication date 2017-03-27
Thesis type PhD Thesis
Supervisor Alexander Scheuermann
Detlef Bringemeier
Sergio Galindo Torres
Total pages 245
Total colour pages 98
Total black and white pages 147
Language eng
Subjects 0406 Physical Geography and Environmental Geoscience
0905 Civil Engineering
Formatted abstract
Coal is characterised by its unique microstructure made up of a porous matrix intersected by a network of face and butt cleats. Together with mining-induced fractures and faults caused by geological activities, these small scale cleats provide the principal source of permeability for groundwater and gas flow within a coal seam. The coal seam permeability plays a crucial role in mine stability, minability, gas well performance, and seam drainage behaviour. Therefore, a fundamental understanding of the fracture and cleat characteristics is essential for safe and efficient coal mining and coal seam gas production.

Due to the various structural parameters of coal varying widely in size, the permeability of coal is highly scale-dependent. This thesis investigates the permeability of coal fractures and cleats on the example of Bowen Basin coals over a range of scales. The investigation of permeability is carried out using field studies, laboratory work, and numerical modelling. The relationship between permeability results gathered across scales is investigated to determine the Representative Element Volume and thus the smallest volume over which a measurement can be made that will yield a value representative of the whole.

Field work has been undertaken at the Hail Creek Coal Mine in Central Queensland, Australia. A Heat Pulse Flow Meter, a downhole wireline tool, was utilised to test for permeability of macro-scale (metres to kilometres) fractures frequently associated with fault structures intersecting the coal measures at the mine site. Coal samples were taken for subsequent laboratory work. Laboratory investigations of permeabilities cover the meso-scale (centimetres to decimetres). The coal samples taken at two coal seams, the Elphinstone and the Hynds seam, were tested for permeability in a triaxial cell using the constant head test method. Based on Computer Tomography scans of the coal, the samples were numerically reconstructed to allow for investigations on the micro-scale (millimetres to centimetres). A unique image processing workflow was developed to extract and statistically describe the key structural parameters of the network of butt and face cleats present in a two-dimensional image. A Lattice-Boltzmann-based code was utilised for simulating fluid flow and estimating permeabilities within the three-dimensional cleat network on a range of subsample volumes. The correlations of results across scales are investigated and up-scaled to the Representative Element Volume using a power-averaging approach.

Permeability heterogeneities are observed at each scale. Using the average numerical data, a trend is found that shows an increase in permeability with an increase in scale. The numerical investigation of the permeability for different subsample volumes over a micro-scale found average permeability values in the range of 0.38 mD to 6.77 mD for the Elphinstone coal, and 0.21 mD to 9.01 mD for the Hynds coal. The laboratory values, investigating permeability over a meso-scale, span 0.023 mD to 1.408 mD for the Elphinstone seam, and 0.011 mD to 20.62 mD for the Hynds seam. Finally, the largest range in permeability has been obtained from the field work, which measured permeability at the macro-scale, also referred to as field-scale. These permeability values vary between 0.17 mD and 70.46 mD for the Elphinstone seam, and between 3.04 mD and 88.31 mD for the Hynds seam.

The variation between the field work and laboratory results shows that the permeability of coal is governed by two main systems: coal cleats and coal fractures. Laboratory values are representing the bulk measurement of the micro-scale cleat permeability, while field-scale values represent the macro-scale at which permeabilities are governed by larger coal fractures. To capture the heterogeneity of permeability of coal within this dual scale system, investigations have therefore to be focused on the scale of the intended use of the respective study.
Keyword Coal permeability
Cleat geometry
Flow in fractures
Fluid flow modelling
Image processing
Multi-scale quantification
Additional Notes 25, 38, 56, 64, 66, 76, 78, 81, 82, 84, 90, 100, 103, 105-110, 113, 114, 118, 123 - 125, 127 - 130, 132, 134 - 142, 145, 146, 148, 149, 156, 157, 160, 165, 166, 170 - 178, 180 - 182, 185, 187 - 190, 192, 200, 209 - 228

Document type: Thesis
Collections: UQ Theses (RHD) - Official
UQ Theses (RHD) - Open Access
 
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Created: Fri, 17 Mar 2017, 20:36:57 EST by Julia Busse on behalf of Learning and Research Services (UQ Library)