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Derivation of Biot’s Equations for Coupled Flow-Deformation Processes in Porous Media
By Paul Delgado
Advisor – Dr. Vinod KumarCo-Advisor – Dr. Son Young Yi
MotivationAssumptionsConservation LawsConstitutive RelationsPoroelasticity EquationsBoundary & Initial ConditionsConclusions
Outline
Fluid Flow in Porous MediaTraditional CFD assumes rigid solid structureConsolidation, compaction, subsidence of porous material caused by displacement of fluids
Initial Condition Fluid Injection/Production
Disturbance
•Time dependent stress induces significant changes to fluid pressure•How do we model this?
Motivation
Poroelasticity
( 2) d2u
dz2 dp
dz0Deformation
Equation
Flow Equation
Goals:How do we come up with the equations of poroelasticity?What are the physical meanings of each term?
Our derivation is based off of the works of Showalter (2000), Philips (2005), and Wheeler et al. (2007)
Equations governing coupled flow & deformation processes in a porous medium (1D)
fff
f
fo Sg
dz
pdK
dz
du
dt
d
dt
dpc
2
2
AssumptionsOverlapping DomainsFluid and solid occupy the same space at the same time Distinct volume fractions!
1 Dimensional Domain Uniformity of physical properties in other directionsRepresenting vertical (z-direction) compaction of porous media Gravitational Body Forces are present!
Quasi-Static AssumptionRate of Deformation << Flow rate. Negligible time dependent terms in solid mechanics equations
Slight Fluid CompressibilitySmall changes in fluid density can (and do) occur.
• Laminar Newtonian Flow Inertial Forces << Viscous Forces. Darcy’s Law applies
• Linear Elasticity Stress is directly proportional to strain
Courtesy: Houston Tomorrow
Solid Equation
tot nV
dV fdVV
,V
V
n
V
tot dVV
fdVV
tot f
Consider an arbitrary control volume
V
n
f
σtot= Total Stress (force per unit area)n = Unit outward normal vectorf = Body Forces (gravity, etc…)
In 1 D Case:
d tot
dz f
Fluid Equation
d
dt
V
dV v f n dsV
S fV
dV ,V
d
dt
V
dV v f dVV
S fV
dV
ff Svdt
d
V
n
V
n
f
Consider an arbitrary control volume
V
η = variation in fluid volume per unit volume of porous mediumvf = fluid fluxn = Unit outward normal vectorSf = Internal Fluid Sources/Sinks (e.g. wells)
S f
In 1 D Case:
ddt
dv f
dzS f
Constitutive RelationsTotal Stress and Fluid Content are linear combinations of solid stress and fluid pressure
fstot Ip sfo pc
Vw
Vtotal
0 1
Solid Stress & Fluid Pressure act in opposite directions
Solid Stress & Fluid Pressure act in the same direction
Water squeezed out per total volume change by stresses at constant fluid pressure
co = f
p
0 co Mc
Change in fluid content per change in pressure by fixed solid strain
co p f
s
Courtesy: Philips (2005)
c0 ≈ 0 => Fluid is incompressiblec0 ≈ Mc => Fluid compressibility is negligible
α ≈ 0 => Solid is incompressibleα ≈ 1 => Solid compressibility is negligible
Constitutive RelationsState Variables are displacement (u) and pressure (p)
Stress-Strain Relation 2)( Itrs
Darcy’s Law gp
Kv ff
ff
)(21 Tuu
In 1 dimension: )2( s
dz
du
ΔL
L
g
dz
dpKv f
f
ff
In 1 dimension:
F
Courtesy: Oklahoma State University
Deformation Equation
d tot
dz f
fpdz
dfs
fdz
dp
dz
d fs
fdz
dp
dz
du
dz
d f
)2(
fdz
dp
dz
ud f 2
2
)2(
Conservation Law
Fluid-Structure Interaction
Stress-Strain Relationship
Deformation Equation
Some calculus…
Flow Equation
ddt
dv f
dzS f
d
dtco p f
du
dz
dv f
dzS f
co
dp f
dt d
dt
du
dz
dv f
dzS f
co
dp f
dt d
dt
du
dz
d
dz
K
f
dp f
dz f g
S f
co
dp f
dt d
dt
du
dz
K
f
d2p f
dz2 f g
S f
Conservation Law
Fluid-Structure Interaction
Some Calculus
Darcy’s Law
Flow Equation
Linear Poroelasticity
co
dp f
dt d
dt
du
dz
K
f
d2p f
dz2 f g
S f Flow
Equation
fdz
dp
dz
ud f 2
2
)2( Deformation Equation
In multiple dimensions
In 1 dimension
ffff
fo SgpK
Itrpcdt
d
2)(
fpItr f 2)(
)(21 Tuu where
Flow Equation
Deformation Equation
Boundary & Initial Conditions
( 2) d2u
dz2
dp f
dz f
co
dp f
dt d
dt
du
dz
K
f
d2p f
dz2 f g
S f
Deformation
Flow
pP on p
Boundary Conditions
K
f
dp f
dz f g
n q0 on f
Fixed PressureFixed Flux
uud on d Fixed Displacement
nTNf on Tnpdx
du
)2( Fixed Traction
fp =
nTd =
Initial Conditions
p(0,x)p0
u(0,x)u0
Conclusions
General Pattern Two conservation laws for two conserved
quantitiesNeed two constitutive relations to
characterize conservation laws in terms of “state variables”
Ideally, these constitutive relations should be linear
Discrete Microscale Poroelasticity ModelSeparate models for flow and deformationDistinct flow and deformation domainsCoupling by linear relations in terms of
pressure and deformation
Future work
Andra et al., 2012 Wu et al., 2012