Modeling Groundwater Levels and Flow for the Michelson Water Reclamation Plant
Irvine Ranch Water District
Michelson Water Reclamation Plant
Problem Statement
Project Objectives
Project Outline
Our Strategy - Customizing Existing Software
The Mathematical Model
Finite Element Modeling (FEM)
Assumptions
Model Boundaries
Inputs and Outputs
The Software Package
General Functionalities
Software Evaluation Process
Selected Software Package - Groundwater Modeling Software (GMS)
Model Construction
Design Conceptual Model
Create 3D Mesh
Run FEMWATER Simulation
FEMWATER Solution
Future Work
Budget to Date
Deliverables
Personnel & Contacts
PPT Slide
Model Predictions vs. Observed Data
What We’ve Accomplished
Remaining Hour Distribution
Upcoming Milestones
Darcy’s Law
Discarded Solutions
Finite Element / Finite Difference Modeling
Current Model Boundaries
Natural Groundwater Flow
Dewatering Wells
Seepage
Seepage (con’t)
Functionalities
Functionalities (con’t)
Metrics
Metrics (con’t)
Evaluation Matrix
MODFLOW vs. FEMWATER
Why FEMWATER?
GMS Modules
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