Determination of Groundwater Flow Velocities Using Complex Flux

Determination of Groundwater Flow Velocities
Using Complex Flux Boundary Conditions
Todd C. Rasmussen, Ph.D.
Associate Professor of Hydrology
Warnell School of Forest Resources
University of Georgia, Athens GA 30602-2152
www.hydrology.uga.edu
Yu Guoqing
Visiting Research Scientist
Water Resources and Hydroelectric Power Institute
Hohai University, Nanjing 210024 CHINA
Modeling Approach
• Complex flux vector (qx, qy) instead of complex potential
vector (, )
• Solution using Cauchy’s Integral which solves both divergence
(·q=0) and curl (q=0) of flux vector
• Uses both normal and tangential components of boundary flux,
but leads to extra equations.
• Overdetermined set of equations solved using a Complex
Variable Boundary Equation Model (CVBEM) with Ordinary
Least Squares (OLS)
• Two analytic solutions to the Tóth problem are compared with
the CVBEM-OLS solution.
Cauchy Integral
Internal to domain:
Boundary:
Equivalent Vector Formation
Constant Boundary Conditions
Linear Interpolation
Ordinary Least Squares (OLS) Solution Strategy
Boundary Equation:
Over Determined ! !
(k > u)
Least Squares Solution - minimizes error on boundary:
Internal Points - once boundary fluxes are known:
Toth’s Model
Tóth’s Problem
Upper Boundary Condition:
Analytic Solution:
Stream function:
Flux vector:
Domenico and Palciauskas Solution
Upper Boundary Condition:
Analytic Solution:
Boundary Condition on Upper Surface
2
Water Surface Elevation
Tangential Flux
1.5
1
0.5
0
-0.5
-1
0
0.2
0.4
0.6
0.8
1
1.2
Distance
1.4
1.6
1.8
2
Flownet - Analytic
1
1
Velocity Contours - Analytic
41
1
1
Velocity Contours - Numeric
41
1
0.6
0.6
0.6
0.4
0.4
0.4
0.2
0.2
0.2
0
11
0
1
x
31
2
41
11
0
31
2
z
0.8
z
0.8
z
0.8
1
0
11
0
1
x
31
2
0
1
x
Comments
• Nodal Equations:
–
–
–
–
60 nodes total
120 total equations (2 equations per node)
64 known nodal values (overlap at corners)
56 unknown nodal vales
• CVBEM/OLS Solution:
– Zero error if no boundary interpolation errors
– Fit is BLUE (Best Linear Unbiased Estimate)
Nawalany Solution
Upper Boundary Condition:
Analytic Solution:
Error Field
Conclusions
• Problems using only flux boundary conditions can be solved
directly using Cauchy’s Integral and the complex flux.
• Requires both the normal and tangential components of
boundary fluxes.
• Complex solution solves both the divergence and curl equations
• An overdetermined set of equations results when both normal
and tangential boundary conditions are specified at nodes.
• This overdetermined system of equations is readily solved using
Ordinary Least Squares, which provides the best estimate of
boundary conditions.
• The approach provides excellent predictions for two types of
boundary conditions for Tóth’s problem.
Unresolved: Contour Lines
• Used “brute force” contouring method
• For complex potential, w = h + i s
• With one-to-one correspondence, we have
• Because w is known on the boundary
– z = x + i y can be found at any internal point for
specified w values.