132 Reservoir Formation Damage7-21Several other relationships, which may be convenient to use in the for-mulation of the transport phenomena in porous media, are given inthe following: T
Trang 1132 Reservoir Formation Damage
(7-21)Several other relationships, which may be convenient to use in the for-mulation of the transport phenomena in porous media, are given inthe following:
The volume flux , My, and the velocity , Vy, of a phase j are related by:
(7-22)
where e jr is the volume fraction of the irreducible phase j in porous media When an irreducible residual fluid saturation, S jr exists in porousmedia, Eq 7-22 should be substituted into Eq 7-15 for the flowing phasevolume flux as:
(7-23)
In deforming porous media, the volumetric flux of the solid phase can
be expressed in terms of the velocity according to the following equation:
«,=6,v, (7-24)where e5 and v s denote the solid phase volume fraction and velocity,respectively
Substituting Eq 7-14, Eq 7-24 becomes:
",=(l-4>)v, (7-25)
Accounting for the immobile fluid fraction, e jr , in deforming porous
media, the volumetric flux of the fluid relative to the deforming solidphase is given by Civan (1994, 1996):
(7-26)
The volume fraction of species i of phase j in the bulk system is
given by:
(7-27)
Trang 2Multi-Phase and Multi-Species Transport in Porous Media 133
«</=<Vry (7-31)
where u r - is the volume flux of phase j.
The mass flux of species i in phase j is given by:
Multi-Species and Multi-Phase Macroscopic Transport Equations
The macroscopic description of transport in porous media is obtained
by elemental volume averaging (Slattery, 1972) The formulations of themacroscopic equations of conservations in porous media have been carriedout by many researchers A detailed review of these efforts is presented
by Whitaker (1999) The mass balances of various phases are given by(Civan, 1996, 1998):
, p,) + V - ( 9 j u j ) = V• (e, Dj • Vpy)+ (7-33)
where u rj is the fluid flux relative to the solid phase, t is the time and
V • is the divergence operator p; is the phase density, m • is the net mass
rate of the phase j added per unit volume of phase j Dj is the hydraulic
dispersion coefficient which has been omitted in the petroleum ing literature
Trang 3engineer-134 Reservoir Formation Damage
The species i mass balance equations for the water, oil, gas and solid
phases are given by:
where D i} is the coefficient of dispersion of species i in the j th phase, k
is the Boltzmann constant, and T is temperature The first term represents
the ordinary dispersive transport by concentration gradient For particulatespecies of relatively large sizes the first term may be neglected Thesecond term represents the dispersion induced by the gradient of thepotential interaction energy, <E>(y When the particles are subjected touniform interaction potential field then the second term drops out Thethird term represents the induced dispersion of bacterial species bysubstrate or nutrient, 5, concentration gradient due to the chemotaxis
phenomena (Chang et al., 1992) D sj is the substrate dispersion coefficient.Incorporating Eq 7-33 into Eq 7-34 leads to the following alternativeform:
Trang 4Multi-Phase and Multi-Species Transport in Porous Media 135
purposes The Forchheimer equation for dimensional and
multi-phase fluids flow can be written for the j th phase as (Civan, 1994; Tutu
et al., 1983; Schulenberg and Miiller, 1987):
fluid with the pore surface, g is the gravitational acceleration, g(z-z 0 )
is the potential of fluid due to gravity, z is the positive upward distance measured from a reference at z 0 , and Q is the overburden potential, which
is the work of a vertical displacement due to the addition of fluid intoporous media (Smiles and Kirby, 1993)
K and |3 denote the Darcy or laminar permeability and the non-Darcy
or inertial flow coefficient tensors, respectively K rj and pr; are therelative permeability and relative inertial flow coefficient, respectively
Eq 7-38 can be written as, for convenience
in which v is the kinematic viscosity (or momentum diffusivity) given by
and N nd is the non-Darcy number for anisotropic porous media given by,
neglecting the interfacial drag force Fji
where / denotes a unit tensor and Re^ is the tensor Reynolds number
for flow of phase j in an anisotropic porous media given by
(7-43)
Trang 5136 Reservoir Formation Damage
The permeability and inertial flow coefficient for porous materials aredetermined by means of laboratory core flow data and thus correlatedempirically (Civan and Evans, 1998) Liu et al (1995) give:
8.91xl08T
(7-45)
where (3 is in ft \ k is in mD, and 0 is in fraction.
The energy balance equations for the water, oil, gas, and solid phasesare given by:
<x=l
(7-46)
q j and q ja denote the external and interface heat transfer to the phase
j per unit volume of phase y; &y is the thermal conductivity of phase j, Note that the enthalpy Hj and internal energy Uj per unit mass of phase
j are related according to:
When the system is at thermal equilibrium (i.e T w = T 0 = T g = T s = T}
then Eq 7-48 can be written for each phase and then added to obtainthe total energy balance equation as:
Trang 6Multi-Phase and Multi-Species Transport in Porous Media 137
(7-50)
The equation of motion given by Chase and Willis (1992), for deformingporous matrix can be written as following:
(7-51)
where T5 is the shear stress tensor for the solid matrix
The jump mass balance equations, given by Slattery (1972) can besimplified to express the boundary conditions as:
(7-52)
(7-53)
(7-54)
The superscript a denotes a quantity associated with the dividing surface,
which is moving at a macroscopic velocity of w°, and n a is the unit
vector normal to the dividing surface r°, rf and r? are the rates of addition of mass of the porous matrix, the th phase, and the species i
Trang 7138 Reservoir Formation Damage
in the j th phase, respectively [I I] denotes a jump in a quantity across
a dividing surface defined by:
where the signs + and - indicate the post and fore sides, respectively, ofthe dividing surface
Exercises
1 Show that the balance of species / in phase j can also be expressed
in the following forms:
Blick, E F., & Civan, F., "Porous Media Momentum Equation for Highly
Accelerated Flow," SPE Reservoir Engineering, Vol 3, No 3, 1988,
Trang 8Multi-Phase and Multi-Species Transport in Porous Media 139
Civan, F., "Waterflooding of Naturally Fractured Reservoirs—An EfficientSimulation Approach," SPE Production Operations Sympsoium, March21-23, 1993, Oklahoma City, Oklahoma, pp 395-407
Civan, F Predictability of Formation Damage: An Assessment Study andGeneralized Models, Final Report, U.S DOE Contract No DE-AC22-90-BC14658, April 1994
Civan, F "A Multi-Phase Mud Filtrate Invasion and Well Bore Filter CakeFormation Model," SPE Paper No 28709, Proceedings of the SPEInternational Petroleum Conference & Exhibition of Mexico, October10-13, 1994, Veracruz, Mexico, pp 399-412
Civan, F "A Multi-Purpose Formation Damage Model," SPE 31101 paper,Proceedings of the SPE Formation Damage Symposium, Lafayette, LA,February 14-15, 1996, pp 311-326
Civan, F., "Quadrature Solution for Waterflooding of Naturally Fractured
Reservoirs," SPE Reservoir Evaluation and Engineering, April 1998,
pp 141-147
Civan, F, & Evans, R D., "Determining the Parameters of the Forchheimer Equation from Pressure-Squared vs Pseudopressure Formulations," SPE Reservoir Evaluation and Engineering, February 1998, pp 43-46 Forchheimer, P., "Wasserbewegung durch Boden," Zeitz ver Deutsch Ing.
Vol 45, 1901, pp 1782-1788
Liu, X., Civan, F., & Evans, R D "Correlation of the Non-Darcy Flow
Coefficient, J of Canadian Petroleum Technology, Vol 34, No 10,
Schulenberg, T., & Miiller, U., "An Improved Model for Two-Phase Flow
Through Beds of Coarse Particles," Int J Multiphase Flow, Vol 13,
No 1, 1987, pp 87-97
Slattery, J C Momentum, Energy and Mass Transfer in Continua,
McGraw-Hill Book Co., New York, 1972, pp 191-197
Smiles, D E., & Kirby, J M., "Compressive Cake Filtration—A
Com-ment," Chem Eng ScL, Vol 48, No 19, 1993, pp 3431-3434.
Tutu, N K., Ginsberg, T., & Chen, J C., "Interfacial Drag for Two-Phase
Flow Through High Permeability Porous Beds," Interfacial Transport Phenomena, Chen, J C & Bankoff, S G., (eds.), ASME, New York,
pp 37-44
Whitaker, S., The Method of Volume Averaging, Kluwer Academic Publishers,
Boston, 1999, 219 p
Trang 92 Mobilization of in-situ formation particles due to the incompatibility
of the fluids injected into porous media and by various rock-fluidinteractions, and
3 Production of particulates by chemical reactions, and inorganic andorganic precipitation
Fluids injected into petroleum reservoirs usually contain iron colloidsproduced by oxidation and corrosion of surface equipment, pumps, steelcasing, and drill string (Wojtanowicz et al., 1987) Brine injected forwaterflooding may contain some fine sand and clay particles Mud finescan invade the formation during overbalanced drilling These are someexamples of the externally introduced particles
Petroleum bearing formation usually contains various types of clay andother mineral species attached to the pore surface These species can be
140
Trang 10Paniculate Processes in Porous Media 141
released by colloidal forces or mobilized by hydrodynamic shear of thefluid flowing through porous media Fine particles can also be generated
by deformation of rock during compression and dilatation This is due
to variation of the net overburden stress and loss of the integrity of rockgrains Fine particles are unleashed and liberated because of the integrityloss of rock grains by chemical dissolution of the cementing materials
in porous rock, such as by acidizing or caustic flooding These are thetypical internal sources of indigenous fine particles
Paniculate matter can be produced by various chemical reactions such
as the salt formation reactions that occur when the seawater injected forwaterflooding mixes with the reservoir brine, and formation of elementalsulfur during corrosion Paniculate matter can also be produced byprecipitation due to the change of the thermodynamic conditions and ofthe composition of the fluids by dissolution or liberation of light gases(Amaefule et al., 1988) These are typical" mechanisms of particle pro-duction in porous media
Once entrained by the fluids flowing through porous media, the variousparticles migrate by four primary mechanisms (Wojtanowicz et al., 1987):
As the fine particles move along the tortuous flow pathways existing
in porous media, they are captured, retained, and deposited within theporous matrix Consequently, the texture of the matrix is adversely altered
to reduce its porosity and permeability Frequently, this phenomena isreferred to as formation damage measured as the permeability impairment
Particulate Processes
The various particulate processes, schematically depicted in Figure 8-1,can be classified in two groups as the internal and external processes
Trang 11142 Reservoir Formation Damage
Hydrodynamlc mobilization
Colloidal expulsion
Liberation of particles by cement dissolution
Surface deposition
Pore throat plugging
Internal cake formation by small particles Internal and External cake formation by small particles External cake formation by large particles
Figure 8-1 Various particulate processes.
Trang 12Paniculate Processes in Porous Media 143
The external processes occur over the formation face and are discussed
in Chapter 12 The internal processes occur in the porous media and can
be classified in three groups as (Civan, 1990, 1994, 1996):
1 Pore Surface Processes
a Deposition
b Removal
2 Pore Throat Processes
a Plugging (screening, bridging, sealing, Figure 8-2)
b Unplugging
3 Pore Volume Processes
a In-Situ Cake Formation
b In-Situ Cake Depletion
c Migration
d Generation and Consumption (chemical reactions, rock mation and crushing, liberation of fine particles by chemicaldissolution of cement, coagulation/disintegration)
defor-e Interphase Transport or Exchange
(c)
Figure 8-2 Mechanism of pore throat blocking: a) plugging and sealing,b) flow restriction, c) bridging (after Civan, 1994; reprinted by permission ofthe U.S Department of Energy)
Trang 13144 Reservoir Formation Damage
The net amount of particles deposited in porous media is expressed by:Instantaneous amount of particles in porous matrix = initial amount ofparticles in porous matrix + net amount of particles deposited on poresurface + net amount of particles deposited behind pore throats
The various particulate processes are depicted in Figure 8-3
The fundamental particle generation mechanisms are:
1 Hydrodynamic mobilization
2 Colloidal expulsion
3 Liberation of particles due to the loss of integrity of rock grains
by chemical dissolution of cement or by rock compression, crushing,and deformation
4 Chemical and physico-chemical formation
Unswollen Particles
in the Porous Matrix
Swollen Particles Extending from Pore Surface
Deposited Particles
Particles
Suspension
T
DEPOSITION FLOWING PHASE
Plague ENTRAPMENT
&
Figure 8-3 Particulate processes in porous media (after Civan, 1994;
reprinted by permission of the U.S Department of Energy, modified after
Civan et al 1989, from Journal of Petroleum Science and Engineering, Vol.
3, "Alteration of Permeability by Fine Particle Processes," pp 65-79, ©1989,with permission from Elsevier Science)
Trang 14Paniculate Processes in Porous Media 145
The fundamental particle retention mechanisms are:
1 Surface deposition (physico-chemical)
2 Pore throat blocking (physical jamming)
3 Pore filling and internal filter cake formation (physical)
4 Screening and external filter cake formation (physical)
Forces Acting Upon Particles
Ives (1985) classified the various forces acting on particles in a ing suspension in three categories as (a) forces related to the transportmechanisms, (b) forces related to the attachment mechanisms, and(c) forces related to the detachment mechanisms, and characterized them
flow-in terms of the relevant dimensionless groups
Forces Related to the Transport Mechanisms
The important relevant quantities governing the particle behavior in a
suspension can be summarized as following: d and D are particle and
porous media grain diameters, respectively; p5 is the density of particles;
p and \JL are the density and viscosity of the carrier liquid, respectively;
va is the convective velocity; g is the gravitational acceleration ficient; and T is the absolute temperature.
coef-Inertia Force The inertia of a particle forces it to maintain motion in
a straight line The inertia force can be expressed by the dimensionlessgroup as (Ives, 1985):
(8-1)
Gravity Force As a result of the density difference between the particle
and the carrier liquid, particles tend to move in the gravity directionaccording to Stokes' law The velocity of a spherical particle undergoing
a Stokes' motion is given by:
(8-2)
The gravity force acts upward when particles are lighter and, therefore,buoyant The gravity force acts downward when particles are heavierand, therefore, tend to settle The gravity force can be expressed by a