1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering &...
-
Upload
morgan-chambers -
Category
Documents
-
view
213 -
download
1
Transcript of 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering &...
![Page 1: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/1.jpg)
1
Solute (and Suspension) Transport in Porous Media
Patricia J CulliganCivil Engineering & Engineering Mechanics,
Columbia University
![Page 2: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/2.jpg)
2
Broad Definitions
A solute is a substance that is dissolved in a liquide.g., Sodium Chloride (NaCl) dissolved in water
A suspension is a mixture in which fine particles are suspended in a fluid where they are supported by buoyancy
e.g., Sub-micron sized organic matter in water
![Page 3: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/3.jpg)
3
Approach to Modeling
Section I: a) Build a microscopic balance equation for an Extensive
Quantity in a single phase of a porous mediumb) Use volume averaging techniques to “up-scale” the
microscopic balance equation to a macroscopic level - described by a representative elementary volume of the porous medium
c) Examine balance equations for a two extensive quantities: a) fluid mass; b) solute mass
![Page 4: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/4.jpg)
4
Section II:• Examine examine each specific term in the macroscopic
balance equation for solute mass• Consider a few simplified versions of the solute mass
balance equation
![Page 5: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/5.jpg)
5
SECTION I
Building the Balance Equation
![Page 6: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/6.jpg)
6
Extensive Quantity, E
A quantity that is additive over volume, U
e.g., Fluid Mass, m
m = 1000 kgm = 2000 kg
U = 1 m3 U = 2 m3
water
![Page 7: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/7.jpg)
7
Porous MediumA material that contains a void space and a solid phase
The void space can contain several fluid phases:
Gas phase - airAqueous liquid - waterNon-aqueous liquid - oil
A porous medium is a multi-phase material
![Page 8: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/8.jpg)
8
Continuum ApproachAt the micro-scale, a porous medium is heterogeneous
At any single point, 100% of one phase (e.g., solid phase) and 0% of all other phases (e.g., fluid phases)
Continuum approach assumes that all phases are continuous within a REV of the porous media
100% Solid s solidf fluid
![Page 9: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/9.jpg)
9
Representative Elementary Volume (REV)
A sub-volume of a porous medium that has the “same” geometric configuration as the medium at a macroscopic scale
Porosity, nUvoids/U
![Page 10: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/10.jpg)
10
Microscopic Balance Equation
Consider the balance of E within a volume U of a continuous phase
[visualize the balance of mass in a volume U of water]
Velocity of E = uE
E uE
![Page 11: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/11.jpg)
11
Total Flux of E, JtE
Unit normal area
uE Total amount of E that passes through a unit area (A = 1) normal to uE per unit time (t = 1)
If e = density of E (e = E/U), then amount of E that passes A
€
=e uE t( ) A
€
JtE = euE
![Page 12: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/12.jpg)
12
Advective & Diffusive Flux of E
If the phase carrying E has a velocity u then
€
JtE = euE = eu + JEu
JEu
euE
eu
Flux of E relative to the advective flux -
Diffusive flux
![Page 13: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/13.jpg)
13
Balance for E in a Volume U
uE
Control volume, U
Element of control surface ∂S
Flux of E across ∂S = euE.
![Page 14: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/14.jpg)
14
Div(flux) = excess of outflow over inflow
E
![Page 15: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/15.jpg)
15
Term (a)
€
∂∂t
edUU
∫ =∂e
∂tdU
U
∫
Rate of accumulation of E within U
Amount of E in each dU
![Page 16: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/16.jpg)
16
Term (b)
€
− eu E.ν dSS
∫
Net Influx of E into U through S (influx - outflux)
This can be re-written as
€
− ∇.euE dUU
∫
![Page 17: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/17.jpg)
17
Term (c)
Net production of E within U
€
ρΓE
U
∫ dU
Where ρ is the mass density of the phase and ΓE is the rate
of production of E per unit mass of the continuous phase
![Page 18: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/18.jpg)
18
Balance Equation
€
(∂e
∂t+∇.eu E − ρΓE )dU
U
∫ = 0
Shrink U to zero - balance equation for E at a point in a phase
€
∂e
∂t= −∇.(eu + JEu )+ ρΓE
€
∂ρ∂t
= −∇.(ρu)Fluid mass: e = ρ
![Page 19: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/19.jpg)
19
Balance for E per unit volume of continuous phase
€
∂e
∂t= −∇.(eu + JEu )+ ρΓE
Advective Flux
“Diffusive” Flux
E
![Page 20: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/20.jpg)
20
Microscopic Processes
We have thus defined three basic mechanisms which allow the density, e, of an extensivequantity E to change at a point in a continuous phase within a porous medium, namely:
1 Advection with the average velocity u of the continuous phase,2 Diffusion, and3 Production (or decay) within the continuous phase.
![Page 21: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/21.jpg)
21
Macroscopic Balance Equation
Volume Averaging
E
![Page 22: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/22.jpg)
22
Continuous Phase = Phase
REV, volume Uo
phase
phase
u
Use volume averaging to covert balance equation for E in the phase to a balance equation for E in REV
![Page 23: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/23.jpg)
23
Consider uE
A
B
(uE)A ≠ (u
E)B
At the micro-scale, quantities within Uo are heterogeneous
Idea of volume averaging is to define an average value for u
E that represents this quantity for the REV
REV, Uo
-phase
![Page 24: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/24.jpg)
24
Intrinsic Phase Average
We will use intrinsic phase averages in our balance equation for E in the REV
The intrinsic phase average of e in the phase is
€
e α
This is the total amount of E in the phase averaged over the volume Uo of the phase
![Page 25: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/25.jpg)
25
If phase is a fluid phase and E = fluid mass m, e = density of the fluid mass in the phase, ρ
€
e α = average density of the fluid in the fluid phase of the REV
€
mass
Uoα
![Page 26: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/26.jpg)
26
€
e(x', t : x) = eα(x, t) + ˆ e α (x', t : x)
REV is centered at x at time t
€
e α is associated with x
Intrinsic phase average of e Deviation from average
![Page 27: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/27.jpg)
27
General Macroscopic Balance Equation
€
∂(θα eα
α)
∂t= −∇.θα (eα
αuα
α+ ˆ e α ˆ u α
α+ JEα uα
α
)+θα ρα ΓEαα
−1
Uo
(eαSαβ
∫ (uα − uαβ )+ JEα uα ).νdS
![Page 28: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/28.jpg)
28
Macroscopic Processes
We have now identified five terms that can contribute toward a change in themacroscopic density of a component within the phase of an REV:
1 Advection with the average (macroscopic) velocity of the α phase;2 Dispersion relative to the average advective flux;3 Diffusion at the macroscopic level;4 Production (or decay) within the phase itself, and5 Macroscopic sources (or sinks) at the phase boundaries.
![Page 29: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/29.jpg)
29
Mass Balance for phaseE = m, e = ρ and no internal or external sources or sinks for mass within the REV
€
∂(θα ρα
α)
∂t= −∇.θα (ρα
αuα
α+ ˆ ρ α ˆ u α
α+ Jmα uα
α
)
Normal to assume that the advective flux dominates
€
∂(θα ρα
α)
∂t= −∇.θα (ρα
αuα
α)
Solution of the mass balance equation provides
€
uα
α
![Page 30: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/30.jpg)
30
Mass Balance for a Component in the phase
E = m the mass of solute in the phase and e = ρ = c where c is the concentration of the solute (or suspension)
€
∂(θα cα
)
∂t= −∇.θα (c
αuα
α+ ˆ c ̂ u α
α+ Jα
dγα
)
+θα ρα Γmαγα
−1
Uo
(cSαβ
∫ (uα − uαβ )+ Jαdγ ).νdS
- Divergence of Fluxes
Sources in phase Sinks at phase boundary
![Page 31: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/31.jpg)
31
Section II
Development of a Working Mathematical Model for Solute
Transport at the Macroscopic Scale
![Page 32: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/32.jpg)
32
Approach
Examine each of the terms that can contribute to a change in the average concentration of a solute c, within the fluid phase of an REV
•Advective Transport•Dispersion•Diffusion•Sources and Sinks within the REV
![Page 33: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/33.jpg)
33
Advective Transport of a SoluteThe rate at which solute mass is advected into a unit volume of porous medium is given by
€
−∇.θα (c α u αα )
For a saturated medium = n, the porosity of the medium. If n does not change with time (rigid medium):
€
uα
α= u f = −
k
nμ f
(∇Pf − ρ f g)
![Page 34: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/34.jpg)
34
Steady-State uf
Advective transport describes the average distance traveled by the solute mass in the porous medium
uf
uf
LSolute mass transported an average distance L = uft by advection at constant uf
t = 0 t = L/uf
c = 1
c = 0
![Page 35: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/35.jpg)
35
Phenomenon of Dispersion
The dispersive flux of solute mass is represented by
€
( ˆ c ̂ u αα
)
Examine the behavior of a tracer (conservative solute) during transport at a steady-state velocity
![Page 36: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/36.jpg)
36
Continuous Source
c =1 c = 0
uf
c =1 c = 0
uf
t = t1
c
t = 0
Transition zone
Sharp front
c = 0.5
![Page 37: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/37.jpg)
37
Point Source
Observe spreading of solute mass in direction of flow and perpendicular to the direction of flow - hydrodynamic dispersion
![Page 38: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/38.jpg)
38
Reasons for Spreading
Microscopic heterogeneity in fluid velocity and chemical gradients
Some solute mass travels faster than average, while some solute mass travels slower than average
![Page 39: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/39.jpg)
39
Modeling Dispersion
€
ˆ c ̂ u α
= −D.∇c α
It is a working assumption that
Where D is a dispersion coefficient (dim L2/T).
For uniform porous media, D is usually assumed to be a product of a length (dispersivity) that characterizes the pore scale heterogeneity and fluid velocity
For one-dimensional flow D = aL ux
![Page 40: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/40.jpg)
40
Macroscopic Diffusion
The solute flux due to average macroscopic diffusion
€
Jαdγ
α
is described by Fick’s Law
€
Jαdγ
α
= −Dd* .∇c α
Diffusion transports solute mass from regions of high c to regions of lower c
Dd* = effective diffusion
coefficient
![Page 41: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/41.jpg)
41
Tortuosity
Dd* < Dd because the
phenomenon of tortuosity decreases the gradient in concentration that is driving the diffusion
Dd* = T Dd , where T < 1
![Page 42: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/42.jpg)
42
Hydrodynamic DispersionBoth macroscopic dispersive and diffusive fluxes are assumed to be proportional to
€
∇c α
€
D h = D + D d*
Hence, their effects are combined by joining the two dispersion/ diffusion coefficients is a single Hydrodynamic Dispersion Coefficient
The Behavior of Dh as a function of fluid velocity, u has been the subject of study for decades
![Page 43: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/43.jpg)
43
One-Dimensional Flow
Dh/Dd versus Pe
€
Pe =u f d
Dd
0.4 10
Dh = D + Dd*
![Page 44: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/44.jpg)
44
Sources and Sinks - at Solid Phase Boundary
u
Solute particle reaches solid surface and possibly adheres to it
€
fαβ =1
Uo
(cSαβ
∫ (uα − uαβ ) + Jαdγ ).νdS
Average rate of accumulation of solute mass on solid surface, S, per unit volume of porous medium as a result of flux from fluid phase
![Page 45: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/45.jpg)
45
Macroscopic Equation for ∂S/∂t
Define F: average mass of solute on solid phase per unit mass of solid phase
€
S = Fms
Us
Us
Uo
= Fρ sθ s
€
∂(θ sρ sF)
∂t= fαβ + other sources
Transfer across surface Other sources/ sinks
![Page 46: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/46.jpg)
46
For saturated medium, s = (1-n)
€
fαβ =∂S
∂t=
∂(1− n)ρ sF
∂t(no other sources)
![Page 47: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/47.jpg)
47
Defining F or ∂F/∂t
F or ∂F/∂t are usually linked to c, the solute concentration in the fluid phase, via sorption isotherms
a) Equilibrium isotherms
€
F = Kd c αLinear Equilibrium isotherm
![Page 48: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/48.jpg)
48
b) non-linear equilibrium isotherm
€
∂F
∂t= Kc α
Langmuir isotherm
€
F =K3c α
1+ K4c α
![Page 49: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/49.jpg)
49
Sources/ Sinks Within Fluid Phase
May be due to any of the processes listed below:
1 The actual injection or withdrawal of the phaseitself.2 Radioacti ve dec .ay3 Biodegradationorgrowt h duet o bactertial activities.Chemicalreactionoft hesolut e withanother(possible)componentof t hephase.
![Page 50: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/50.jpg)
50
Mass Balance Equation for a Single Component
€
∂(θα c)
∂t= −∇.θα (cu − D.∇c − Dd
* .∇c) −∂(θsρ sF)
∂t+ Qα c i −θα kα
γ c
Rate of increase of solute mass per unit volume of pm
-div (Fluxes)
Solute mass transfer to solid phase
Sources/ sinks for solute mass in fluid phase
![Page 51: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/51.jpg)
51
Saturated medium, conservative tracer
€
∂(nc)
∂t= −∇.n(cu − D h∇c)
Rigid, uniform medium
€
∂c
∂t= −∇.(cu − Dh∇c)
Advection - Dispersion Equation
![Page 52: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/52.jpg)
52
1-D Transport, Rigid Medium, Linear Equilibrium Sorption
€
∂c
∂t= D h
∂ 2c
∂x2− u
∂c
∂x−
(1− n)ρ sKd
n
∂c
∂t
Rd
€
Rd = 1+(1− n)ρ sKd
n
€
Rd
∂c
∂t= D h
∂ 2c
∂x2− u
∂c
∂x
![Page 53: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/53.jpg)
53
Influence of Various Processes
Initial conditions
Advection only
Advection + Dispersion
Advection , Dispersion, Sorption
Advection , Dispersion, Sorption, Decay
![Page 54: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/54.jpg)
54
SummaryMicroscale change in solute concentration at a point in a fluid is due to:
Advection at fluid velocityDiffusionProduction/ Decay within fluid phase
Macroscale change in average solute concentration within the fluid phase of the REV is due to:
Advection at average fluid velocityDispersionDiffusionProduction/ Decay within fluid phaseSorption on solid phase
![Page 55: 1 Solute (and Suspension) Transport in Porous Media Patricia J Culligan Civil Engineering & Engineering Mechanics, Columbia University.](https://reader035.fdocuments.in/reader035/viewer/2022081519/56649dc55503460f94ab8f51/html5/thumbnails/55.jpg)
55
Some Challenges
€
∂(θα c)
∂t= −∇.θα (cu − D∇c − Dd
*∇c) −∂S
∂t+ other sources
Working assumption
Little understood
?Deforming medium