Subsurface Hydrology Unsaturated Zone Hydrology Groundwater Hydrology Hydrogeology

Subsurface Hydrology Unsaturated Zone Hydrology Groundwater Hydrology (Hydrogeology)

R = P - ET - RO ET ET P E RO R Water Table Groundwater R/P=?

Processes we might want to model • Groundwater flow calculate both heads and flow v=KI/n • Solute transport – requires information on flow (velocities) calculate concentrations

Types of Models • Physical (e. g. , sand tank) • Analog (electric analog, Hele-Shaw) • Mathematical

Hele-Shaw Model

Types of Models • Physical (e. g. , sand tank) • Analog (electric analog, Hele-Shaw) • Mathematical

Components of a Mathematical Model • Governing Equation (Darcy’s law + water balance eqn) with head (h) as the dependent variable • Boundary Conditions • Initial conditions (for transient problems)

Toth Problem Groundwater divide Laplace Equation Impermeable Rock 2 D, steady state Groundwater divide

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.

Types of Solutions of Mathematical Models • Analytical Solutions: h= f(x, y, z, t) (example: Theis eqn. ) • Numerical Solutions Finite difference methods Finite element methods • Analytic Element Methods (AEM)

Topo-Drive Finite element model of a version of the Toth Problem for regional flow in cross section.

Finite difference models may be solved using: • a computer programs (e. g. , a FORTRAN program) • a spreadsheet (e. g. , EXCEL)

MODFLOW USGS code Finite Difference Model • MODFLOW 88 • MODFLOW 96 • MODFLOW 2000

Steps in Groundwater Modeling 1. Model Design 2. Calibration (History matching) 3. Prediction (head)