continuum equation and basic equation of water flow in soils january 28, 2002
TRANSCRIPT
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Continuum Equation and
Basic Equation of Water Flow in Soils
Continuum Equation and
Basic Equation of Water Flow in Soils
January 28, 2002
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Elementary Volume - 1Elementary Volume - 1
Create a volume with imaginary boundaries within a pool of water (our fluid system)
Call it “elementary volume”
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Elementary Volume - 2Elementary Volume - 2
What is the scale of elementary volume ?
H2O
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Elementary Volume - 3Elementary Volume - 3 On molecular level, there are molecules and voids. Pick
a point in the molecular volume, and your sample is H, O or void
If we take a larger volume, chance is better that we get a sample of water “as a fluid”
Each point in our Representative Elementary Volume (REV) should give us the same properties
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Representative Elementary Volume Representative Elementary Volume
Volume large enough to be representative of the fluid (same properties everywhere)
Small compared to the fluid system as a whole
Can have any shape
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REV REV
Assume simple shape: The Cube
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The CubeThe Cube
Imagine X-Y-Z axis
Z
X
Yx
x
yy
z
z
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Describe volume of water flowing INTO cube
x
x
yy
z
z
Q = q * A
Qx = qx * y * z
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Same for Qy and Qz inflow
Qx = qx * y * z
Qy = qy * x * z
Qz = qz * x * y
x
x
yy
z
z
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Describe volume of water flowing OUT of the cube
x
x
yy
z
z
Q = q * A + Change in flow
Qx = qx * y * z + ( * x )* y * z x
qx
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Qx = qx * y * z + ( * x ) * y * z x
qx
Qy = qy * x * z + ( * y ) * x * z y
qy
Qz = qz * x * y + ( * z ) * x * y z
qz
Outflow in 3 directions gives:
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Mass BalanceMass Balance
All that flows in must flow out, except for the storage within the volume
Or:
SOutIn
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Mass Balance AssumptionsMass Balance Assumptions Water is incompressible
No compression of water and storage in our “elemental volume”
No sources or sinks in our “elemental volume”
Steady State (no changes over time)Water flowing in equals water flowing out
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Thus:Thus:
0 OutIn
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All Inflow:
Qx = qx * y * z
Qy = qy * x * z
Qz = qz * x * y
In (qx * y * z) + (qy * x * z) + (qz * x * y)
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qz * x * y + ( * z ) * x * y z
qz
qx * y * z + ( * x ) * y * zx
qx
+
qy * x * z + ( * y ) * x * z y
qy
+
Out
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0 OutIn(qx * y * z) + (qy * x * z) + (qz * x * y)
-
qx * y * z + ( * x ) * y * zx
qx
qy * x * z + ( * y ) * x * z
qz * x * y + ( * z ) * x * y
y
qy
z
qz
-
-
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- ( * x ) * y * z x
qx
- ( * y ) * x * z
- ( * z ) * x * y = 0
y
qy
z
qz
0
z
q
y
q
x
q zyx
0
z
q
y
q
x
q zyx
OROR
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Now consider when S 0Now consider when S 0 For example, our REV is a cube of soil where
the change in volumetric water content ( during time (t) is
t
Rate of gain (or loss) of water by our REV of soil is the rate of change in volumetric water content multiplied by the volume of our REV:
zyxt
S
*
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Thus:Thus:
SOutIn
Becomes:Becomes:
zyxt
OutIn
*
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z
q
y
q
x
q
tzyx
“Continuity Equation of water”
x
qx
- ( * x ) * y * z
- ( * y ) * x * z y
qy
z
qz
- ( * z ) * x * y =
zyxt
*
Proceeding as before we obtain:
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z
q
y
q
x
q
tzyx
3-D form of Continuity Equation of water is :
Where: is the change in volumetric water content with time; t
qx, qy and qz are fluxes in the x, y and z directions, respectively.
qt
.In shorthand mathematical notation:
Where the symbol (del) is theVector differential operator, representing the 3-D gradient in space.
OR
qdivt
Where div is the scalar product of the del
operator and a vector function called the divergence.
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Now apply Darcy’s law and substitute : Now apply Darcy’s law and substitute :
z
HKq
y
HKq
x
HKq
zz
yy
xx
Into the Continuity Equation, we get : Into the Continuity Equation, we get :
Basic Equation for Water Flow in Basic Equation for Water Flow in SoilsSoilsBasic Equation for Water Flow in Basic Equation for Water Flow in SoilsSoils
z
HK
zy
HK
yx
HK
xt zyx
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Food for Thought:Food for Thought: Now that we have an expression for water flow
involving hydraulic conductivity (K) and hydraulic head gradient (H), ….
What about case with constant hydraulic conductivity, K?Flow in Saturated Zone!
What about when K and H is a function of and matric suction head?
Flow in Unsaturated Zone!
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Food for Thought:Food for Thought:
An expression exists to define q in steady state…
0
z
q
y
q
x
q zyx