Difference between revisions of "Capabilities:Subsurface"
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Latest revision as of 19:29, 21 June 2008
Subsurface simulations can be performed to simulate the lateral flow of saturated groundwater movement and interactions with surface water. The 2-D free surface equation (Pinder and Bredehoeft 1968) is solved using finite difference techniques (Trescott and Larson 1977; Downer 2002). Selecting this option requires the assignment of appropriate boundary conditions and parameters to define the groundwater media. Details of simulating saturated groundwater are discussed in Chapter 12.
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- Capabilities
- Infiltration
- Channel routing options
- Long-term simulations
- Subsurface features
