Flux in Porous Media with Memory: Models and Experiments

The classic constitutive equation relating fluid flux to a gradient in potential (pressure head plus gravitational energy) through a porous medium was discovered by Darcy in the mid 1800s. This law states that the flux is proportional to the pressure gradient. However, the passage of the fluid through the porous matrix may cause a local variation of the permeability. For example, the flow may perturb the porous formation by causing particle migration resulting in pore clogging or chemically reacting with the medium to enlarge the pores or diminish the size of the pores. In order to adequately represent these phenomena, we modify the constitutive equations by introducing a memory formalism operating on both the pressure gradient–flux and the pressure–density variations. The memory formalism is then represented with fractional order derivatives. We perform a number of laboratory experiments in uniformly packed columns where a constant pressure is applied on the lower boundary. Both homogeneous and heterogeneous media of different characteristic particle size dimension were employed. The low value assumed by the memory parameters, and in particular by the fractional order, demonstrates that memory is largely influencing the experiments. The data and theory show how mechanical compaction can decrease permeability, and consequently flux.

[1]  Liqiu Wang,et al.  Flows Through Porous Media: A Theoretical Development at Macroscale , 2000 .

[2]  I. Podlubny Fractional differential equations , 1998 .

[3]  A. Hajash,et al.  Changes in quartz solubility and porosity due to effective stress: An experimental investigation of pressure solution , 1992 .

[4]  P. Domenico,et al.  Physical and chemical hydrogeology , 1990 .

[5]  Kamyar Haghighi,et al.  Effect of viscoelastic relaxation on moisture transport in foods. Part I: Solution of general transport equation , 2004, Journal of mathematical biology.

[6]  Adrian E. Scheidegger,et al.  The physics of flow through porous media , 1957 .

[7]  J. Bredehoeft,et al.  An Experiment in Earthquake Control at Rangely, Colorado , 1976, Science.

[8]  Michele Caputo,et al.  Diffusion of fluids in porous media with memory , 1999 .

[9]  M. Caputo,et al.  Experimental and theoretical memory diffusion of water in sand , 2003 .

[10]  M. Caputo Models of flux in porous media with memory , 2000 .

[11]  M. Caputo,et al.  A new dissipation model based on memory mechanism , 1971 .

[12]  M. Kaviany Principles of heat transfer in porous media , 1991 .

[13]  T. Mukerji,et al.  Quantitative Seismic Interpretation: Applying Rock Physics Tools to Reduce Interpretation Risk , 2005 .

[14]  John H. Cushman,et al.  Three scale thermomechanical theory for swelling biopolymeric systems , 2003 .

[15]  John H. Cushman,et al.  The Physics of Fluids in Hierarchical Porous Media: Angstroms to Miles , 1997 .

[16]  R. Christensen,et al.  Theory of Viscoelasticity , 1971 .

[17]  S. P. Neuman,et al.  Eulerian‐Lagrangian Theory of transport in space‐time nonstationary velocity fields: Exact nonlocal formalism by conditional moments and weak approximation , 1993 .

[18]  E. C. Childs Dynamics of fluids in Porous Media , 1973 .

[19]  G. Lash,et al.  Origin of Shale Fabric by Mechanical Compaction of Flocculated Clay: Evidence from the Upper Devonian Rhinestreet Shale, Western New York, U.S.A. , 2004 .

[20]  José J. de Espíndola,et al.  A generalised fractional derivative approach to viscoelastic material properties measurement , 2005, Appl. Math. Comput..

[21]  John H. Cushman,et al.  Effect of viscoelastic relaxation on moisture transport in foods. Part II: Sorption and drying of soybeans , 2004, Journal of mathematical biology.

[22]  M. Caputo,et al.  Memory formalism in the passive diffusion across highly heterogeneous systems , 2005 .

[23]  M. Caputo,et al.  Diffusion in porous layers with memory , 2004 .

[24]  A. Cloot,et al.  A generalised groundwater flow equation using the concept of non-integer order derivatives , 2007 .

[25]  A. Méhauté,et al.  Introduction to transfer and motion in fractal media: The geometry of kinetics , 1983 .

[26]  R. Bagley,et al.  On the Fractional Calculus Model of Viscoelastic Behavior , 1986 .

[27]  A. Nur,et al.  Strength changes due to reservoir-induced pore pressure and stresses and application to Lake Oroville , 1978 .

[28]  K. Adolfsson,et al.  On the Fractional Order Model of Viscoelasticity , 2005 .

[29]  R. Gorenflo,et al.  Fractional calculus and continuous-time finance , 2000, cond-mat/0001120.

[30]  Evelyn Roeloffs,et al.  Fault stability changes induced beneath a reservoir with cyclic variations in water level , 1988 .

[31]  Wolfango Plastino,et al.  Rigorous time domain responses of polarizable media II , 1998 .

[32]  A generalized Fick's law to describe non-local transport effects , 2001 .

[33]  R. Gorenflo,et al.  Fractional calculus and continuous-time finance II: the waiting-time distribution , 2000, cond-mat/0006454.

[34]  F. Mainardi Fractional Relaxation-Oscillation and Fractional Diffusion-Wave Phenomena , 1996 .