5. 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. May include information on water chemistry.

6. a set of equations that describes the physical and/or chemical processes occurring in a system. Mathematical Model

7. R  x  y Q yy xx zz 1.Consider flux (q) through REV 2.OUT – IN = -  Storage K 3.Combine with: q = -K grad h q Derivation of the Governing Equation

8. 2D confined: 2D unconfined w/ Dupuit assumptions: Storage coefficient (S) is either storativity or specific yield. S = S s b & T = K b General 3D equation

9. Types of Boundary Conditions 1.Specified head 2.Specified flow (including no flow) 3.Head-dependent flow

10. From conceptual model to mathematical model…

11. Toth Problem Laplace Equation 2D, steady state h = c x + z o Cross section through an unconfined aquifer. Water table forms the upper boundary condition

12. b h ocean groundwater divide “Confined” Island Recharge Problem R x = 0x = Lx = - L We can treat this system as a “confined” aquifer if we assume that T= Kb. datum Areal view Water table is the solution. Poisson’s Eqn. 2D horizontal flow through an unconfined aquifer where T=Kb.

13. b h ocean groundwater divide R x = 0x = Lx = - L datum Unconfined version of the Island Recharge Problem Water table is the solution. (Pumping can be accommodated by appropriate definition of the source/sink term.) 2D horizontal flow through an unconfined aquifer under the Dupuit assumptions.

14. Vertical cross section through an unconfined aquifer with the water table as the upper boundary. 2D horizontal flow in a confined aquifer; solution is h(x,y), i.e., the potentiometric surface. 2D horizontal flow in an unconfined aquifer where v= h 2. Solution is h(x,y), i.e., the water table. All three governing equations are the LaPlace Eqn.

15. t = 0 t > 0 BC: h (0, t) = 16 m; t > 0 h (L, t) = 11 m; t > 0 datum 0 L = 100 m x IC: h (x, 0) = 16 m; 0 < x < L (represents static steady state) Reservoir Problem 1D transient flow through a confined aquifer.

16. Solution techniques…

17. Three options: Iteration Direct solution by matrix inversion A combination of iteration and matrix solution

18. Examples of Iteration methods include: Gauss-Seidel Iteration Successive Over-Relaxation (SOR)

19. Let  x=  y=a

20. Gauss-Seidel Formula for 2D Laplace Equation General SOR Formula Relaxation factor = 1 Gauss-Seidel < 1 under-relaxation >1 over-relaxation, typically between 1 and 2 (e.g., 1.8)

21. Gauss-Seidel Formula for 2D Poisson Equation SOR Formula Relaxation factor = 1 Gauss-Seidel < 1 under-relaxation >1 over-relaxation (Eqn. 3.7 W&A)

22. m m+1 m+2 m+3 solution (Initial guesses) Iteration for a steady state problem. Iteration levels

23. n n+1 n+2 n+3 Steady state tt tt tt Initial conditions (at steady state) Transient Problems require time steps. Time levels

24. Explicit Approximation Implicit Approximation Or weighted average

25. Explicit solutions do not require iteration but are unstable with large time steps. We can derive the stability criterion by writing the explicit approx. in a form that looks like the SOR iteration formula and setting the terms in the position occupied by omega equal to 1. For the 1D governing equation used in the reservoir problem, the stability criterion is: < < or

26. Implicit solutions require iteration or direct solution by matrix inversion.

27. tt Iteration planes n n+1 m+2 m+1 m+3 Solution by iteration

28. Boundary conditions always affect a steady state solution. Initial conditions should be selected to represent a steady state configuration of heads. Modeling “Rules”