Dissolution-induced preferential flow in a limestone fracture.

Flow in a rock fracture is surprisingly sensitive to the evolution of flow paths that develop as a result of dissolution. Net dissolution may either increase or decrease permeability uniformly within the fracture, or may form a preferential flow path through which most of the injected fluid flows, depending on the prevailing ambient mechanical and chemical conditions. A flow-through test was completed on an artificial fracture in limestone at room temperature under ambient confining stress of 3.5 MPa. The sample was sequentially circulated by water of two different compositions through the 1500 h duration of the experiment; the first 935 h by tap groundwater, followed by 555 h of distilled water. Measurements of differential pressures between the inlet and the outlet, fluid and dissolved mass fluxes, and concurrent X-ray CT imaging and sectioning were used to characterize the evolution of flow paths within the limestone fracture. During the initial circulation of groundwater, the differential pressure increased almost threefold, and was interpreted as a net reduction in permeability as the contacting asperities across the fracture are removed, and the fracture closes. With the circulation of distilled water, permeability initially reduces threefold, and ultimately increases by two orders of magnitude. This spontaneous switch from net decrease in permeability, to net increase occurred with no change in flow rate or applied effective stress, and is attributed to the evolving localization of flow path as evidenced by CT images. Based on the X-ray CT characterizations, a flow path-dependent flow model was developed to simulate the evolution of flow paths within the fracture and its influence on the overall flow behaviors of the injected fluid in the fracture.

[1]  G. Destouni,et al.  Comparative analysis of laboratory and field tracer tests for investigating preferential flow and transport in mining waste rock , 1997 .

[2]  T. W. Doe,et al.  Application of non-linear flow laws in determining rock fissure geometry from single borehole pumping tests , 1986 .

[3]  R. Ketcham,et al.  Acquisition, optimization and interpretation of X-ray computed tomographic imagery: applications to the geosciences , 2001 .

[4]  R. Swennen,et al.  Quantitative coal characterisation by means of microfocus X-ray computer tomography, colour image analysis and back-scattered scanning electron microscopy , 2001 .

[5]  Mark L. Rivers,et al.  Using X-ray computed tomography in hydrology: systems, resolutions, and limitations , 2002 .

[6]  Ender Okandan,et al.  Adsorption and gas transport in coal microstructure: investigation and evaluation by quantitative X-ray CT imaging , 2001 .

[7]  Carlo D. Montemagno,et al.  Fracture network versus single fractures: Measurement of fracture geometry with X-ray tomography , 1999 .

[8]  B. Berkowitz,et al.  Measurement and analysis of dissolution patterns in rock fractures , 2002 .

[9]  D. Elsworth,et al.  A mechanistic model for compaction of granular aggregates moderated by pressure solution , 2003 .

[10]  Claudio Scavia,et al.  Determination of contact areas in rock joints by X-ray computer tomography , 1999 .

[11]  Mark A. O'Neill,et al.  The use of X-ray computer tomography to investigate particulate interactions within opencast coal mine backfills , 2003 .

[12]  K. Mogensen,et al.  Studies of waterflooding in low-permeable chalk by use of X-ray CT scanning , 2001 .

[13]  E. Withjack,et al.  Characterization and saturation determination of reservoir metagraywacke from The Geysers corehole SB-15-D (USA), using Nuclear Magnetic Resonance Spectrometry and X-ray Computed Tomography , 2001 .

[14]  A. Grader,et al.  The Evolution of Permeability in Natural Fractures - The Competing Roles of Pressure Solution and Free-Face Dissolution , 2004 .

[15]  G. Daccord,et al.  Chemical dissolution of a porous medium by a reactive fluid. , 1987, Physical Review Letters.

[16]  K. Pruess On water seepage and fast preferential flow in heterogeneous,unsaturated rock fractures , 1998 .

[17]  H. S. Fogler,et al.  Pore evolution and channel formation during flow and reaction in porous media , 1988 .

[18]  Y. Nakashima The use of X-ray CT to measure diffusion coefficients of heavy ions in water-saturated porous media , 2000 .

[19]  Vincent C. Tidwell,et al.  Effects of spatially heterogeneous porosity on matrix diffusion as investigated by X-ray absorption imaging , 1998 .

[20]  R. Siever,et al.  Experimental knife-edge pressure solution of halite , 1986 .

[21]  A. Hill,et al.  The Effect of Wormholing on the Fluid Loss Coefficient in Acid Fracturing , 1995 .

[22]  Catherine S. Morris,et al.  A high-resolution system for the quantification of preferential flow in undisturbed soil using observations of tracers , 2004 .

[23]  Abraham S. Grader,et al.  Chemical diffusion between a fracture and the surrounding matrix: Measurement by computed tomography and modeling , 2003 .

[24]  H. S. Fogler,et al.  Optimum conditions for wormhole formation in carbonate porous media: Influence of transport and reaction , 1999 .

[25]  J. Schembre,et al.  A technique for measuring two-phase relative permeability in porous media via X-ray CT measurements , 2003 .

[26]  C. Karacan,et al.  Behavior and effect of different coal microlithotypes during gas transport for carbon dioxide sequestration into coal seams , 2003 .

[27]  Manabu Takahashi,et al.  In situ visualization of fluid flow image within deformed rock by X-ray CT , 2003 .