conceptual model
DESCRIPTION
Conceptual Model. A descriptive representation of a groundwater system that incorporates an interpretation of the geological & hydrological conditions. Generally includes information about the water budget. Mathematical Model. a set of equations that describes - PowerPoint PPT PresentationTRANSCRIPT
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A descriptive representation of a groundwater system that incorporates an interpretation of the geological & hydrological conditions. Generally includes information about the water budget.
Conceptual Model
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a set of equations that describesthe physical and/or chemical processesoccurring in a system.
Mathematical Model
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• Governing Equation
• Boundary Conditions• Specified head (1st type or Neumann) constant head
• Specified flux (2nd type or Dirichlet) no flux
Components of a Mathematical Model
• Initial Conditions (for transient conditions)
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Mathematical Model of the Toth Problem
Laplace Equation
2D, steady state
02
2
2
2
zh
xh0
xh 0
xh
0zh
h = c x + zo
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Types of Solutions of Mathematical Models
• Analytical Solutions: h= f(x,y,z,t) (example: Theis eqn., Toth 1962)
• Numerical SolutionsFinite difference methodsFinite element methods
• Analytic Element Methods (AEM)
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Toth Problem
z
xAnalytical Solution Numerical Solution
02
2
2
2
zh
xh
continuous solution discrete solution
0xh0
xh
0zh
h = c x + zo
Mathematicalmodel
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Toth Problem
z
xAnalytical Solution Numerical Solution
02
2
2
2
zh
xh
h(x,z) = zo + cs/2 – 4cs/2 …
z
xcontinuous solution discrete solution
(eqn. 2.1 in W&A)
0xh0
xh
0zh
h = c x + zo
Mathematicalmodel
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Toth Problem
z
xAnalytical Solution Numerical Solution
02
2
2
2
zh
xh
h(x,z) = zo + cs/2 – 4cs/2 …
hi,j = (hi+1,j + hi-1,j + hi,j+1 + hi,j-1)/4
z
xcontinuous solution discrete solution
(eqn. 2.1 in W&A)
0xh0
xh
0zh
h = c x + zo
Mathematicalmodel
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433243 ECDDD
Example of spreadsheet formula
Hinge line
Add a water balance& compute waterbalance error
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INOUT
OUT – IN = 0
Hinge line
Q= KIA
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Hinge line
Add a water balance& compute waterbalance error
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1 m
x
Q = KIA=K(h/z)(x)(1)
A
x=z Q = K h
z
z
x
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(x/2) x x (x/2)
Mesh centered grid: area needed in water balance
No FlowBoundary
watertablenodes
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x=z Q = K h
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x x
Block centered grid: area needed in water balance
No flow boundary
watertablenodes
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K as a Tensor
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div q = 0
q = - K grad h
Steady state mass balance eqn.
Darcy’s law
grad h
q equipotential line
grad hq
Isotropic AnisotropicKx = Kz Kx Kz
z
x
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div q = 0q = - K grad h
steady state mass balance eqn.
Darcy’s law
Scalar1 component
Magnitude Head (h)
Vector3 components
Magnitude and direction
q & grad
Tensor9 components
Magnitude, direction and magnitude changing with direction
Hydraulic conductivity (K)
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02
2
2
2
2
2
zh
yh
xh
div q = 0
q = - K grad h
steady state mass balance eqn.
Darcy’s law
Assume K = a constant(homogeneous and isotropic conditions)
Laplace Equation
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0)()()(
zhK
zyhK
yxhK
xzyx
Governing Eqn. for TopoDrive
2D, steady-state, heterogeneous, anisotropic
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x
z
x’
z’
global local
Kxx Kxy Kxz
Kyx Kyy Kyz
Kzx Kzy Kzz
K’x 0 0
0 K’y 0
0 0 K’z
bedding planes
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Kxx 0 0
0 Kyy 0
0 0 Kzz
qx
qy
qz
= -
zhyhxh
q = - K grad h
xhKq xxx
yhKq yyy
zhKq zzz
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K =
Kxx Kxy Kxz
Kyx Kyy Kyz
Kzx Kzy Kzz
Kxx ,Kyy, Kzz are the principal components of K
K is a tensor with 9 components
q = - K grad h
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Kxx Kxy Kxz
Kyx Kyy Kyz
Kzx Kzy Kzz
qx
qy
qz
= -
zhyhxh
q = - K grad h
zhK
yhK
xhKq xzxyxxx
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zhK
yhK
xhKq
zhK
yhK
xhKq
zhK
yhK
xhKq
zzzyzxz
yzyyyxy
xzxyxxx
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WthS
zhK
yhK
xhK
z
zhK
yhK
xhK
yzhK
yhK
xhK
x
szzzyzx
yzyyyxxzxyxx
)(
)()(
WthS
zhK
zyhK
yxhK
xszyx
)()()(
storagein change)(
W
zq
yq
xq zyx
thSs
This is the form of the governing equation used in MODFLOW.
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x
z
x’
z’
global local
Kxx Kxy Kxz
Kyx Kyy Kyz
Kzx Kzy Kzz
K’x 0 0
0 K’y 0
0 0 K’z
bedding planes
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x
z
x’
z’global local
0xh
zhKq xzx
grad h q’
zhKq zzz
)'' ('xhKq xx
0)'(''
zhKq zz
Kz’=0
Assume that there is no flow across impermeable bedding planes
q
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zhK
yhK
xhKq
zhK
yhK
xhKq
zhK
yhK
xhKq
zzzyzxz
yzyyyxy
xzxyxxx
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x
z
x’
z’
global local
Kxx Kxy Kxz
Kyx Kyy Kyz
Kzx Kzy Kzz
K’x 0 0
0 K’y 0
0 0 K’z
[K] = [R]-1 [K’] [R]
bedding planes
q’q