Spontaneous Switching between Permeability Enhancement and Degradation in Fractures in Carbonate: Lumped Parameter Representation of Mechanically- and Chemically-Mediated Dissolution

被引:0
作者
Hide Yasuhara
Derek Elsworth
Amir Polak
Jishan Liu
Avrami Grader
Phillip Halleck
机构
[1] Ehime University,Department of Civil and Environmental Engineering
[2] Technion,Department of Civil Engineering
[3] University of Western Australia,Center for Oil and Gas
来源
Transport in Porous Media | 2006年 / 65卷
关键词
dissolution; precipitation; permeability; fracture; pressure-solution; carbonate;
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摘要
Principal mechanical and chemical processes contributing to the observed spontaneous switching from net decrease in permeability to net increase in a fracture in carbonate are examined. The evolution of permeability, and related fracture aperture, is represented through a lumped parameter model. The significant processes of pressure solution beneath bridging asperities, transport of dissolved mass to the fracture void, and subsequent precipitation or dissolution within the fracture void enable the principal characteristics of observed behavior to be followed. The evolution of dissolved mass concentration in the pore fluid is followed for arbitrary applied stress, temperature, and pH conditions, with appropriate feedback to the evolution of fracture permeability. Comparisons with experimental measurements in limestone (Polak et al., 2004, Water Resour. Res. Vol. 40, W03502, doi: 10.1029/2003GL017575) show satisfactory agreement for the evolution of fracture aperture and to a lesser degree in calcium concentrations in the effluent pore fluid. Importantly, the spontaneous switching in permeability change, from aperture reducing to aperture increasing, with no change in environmental conditions, is replicated without the need for an ad hoc trigger. Although this switch is accurately replicated, the lumped parameter model is incapable of replicating the rapid observed growth in permeability that directly follows. This inability results from the assumed form of the lumped asperity model, that is incapable of representing the spatially distributed change in aperture that is seen to occur within the fracture. Despite this inconsistency, the model is shown capable of representing the principal behaviors evident in the response.
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页码:385 / 409
页数:24
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共 59 条
[1]  
Brown J.G.(2003)Kinetics dissolution of carbonates and Mn oxides in acidic water: measurement of in situ field rates and reactive transport modeling Appl. Geochem. 18 1225-1239
[2]  
Glynn P.D.(2000)Buoyancy-driven dissolution enhancement in rock fractures Geology 28 1051-1054
[3]  
Dijk P.E.(1991)A mass transfer model for dissolution and precipitation of calcite from solutions in turbulent motion Chem. Geol. 90 107-122
[4]  
Berkowitz B.(2001)Direct observation of reactive flow in a single fracture Water Resour. Res. 37 1-12
[5]  
Dreybrodt W.(1999)An experimental study of dolomite dissolution rates as a function of pH from  − 0.5 to 5 and temperature from 25 to 80 °C Chem. Geol. 157 13-26
[6]  
Buhmann D.(1943)The ionization constant of carbonic acid in water and the solubility of carbondioxide in water and aqueous salt solutions from 0 to 50 °C J. Am. Chem. Soc. 65 2030-2037
[7]  
Durham W.B.(1941)The ionization constant of HCO J. Am. Chem. Soc. 63 1706-1709
[8]  
Bourcier W.L.(1995) from 0 to 50 °C J. Geophys. Res. 100 5931-5940
[9]  
Burton E.A.(1974)Intergranular solid-fluid phase transformations under stress: The effect of surface forces Geochim. Cosmochim. Acta 38 301-318
[10]  
Gautelier M.(1974)Dissociation constants of calcite and CaHCO Geochim. Cosmochim. Acta 38 703-714