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Ground Water Modeling:
Basic Concepts and Analytical Models • Express, in the form of an equation, the relationship between discharge and flow velocity in an open conduit. • Apply that equation to Darcy's Law to come up with a new formula for estimating flow velocity in a porous medium. • Explain the difference between velocity of flow in an open conduit (V), and average linear velocity in a porous medium (vx). • Explain how to calculate how far a particle of water (or a contaminant) will flow in an aquifer over a given amount of time. • Explain what particle tracking means, and on what it is based. |
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Ground Water Modeling:
Conceptual Model • Describe the stresses on the aquifer in the modeled area (recharge, evapotranspiration, pumping) • Suggest some ways we can estimate recharge to the aquifer at our study site. • Pete found these excellent resources for our study area: "Co-op 10" of the ISWS USGS document Regional planning document |
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Ground Water Modeling:
Practice • Work through all the steps described in the First Steps and Building Your Model documents (from a few weeks ago). Today should be the day you get your model to run! • Once your model runs, display particle tracks, and contour the hydraulic head values. • Evaluate your results. Are they similar to others' results? How can you explain the differences? |
Department of Earth Science | Northeastern Illinois University
Copyright 2009 Laura L. Sanders. Last updated April 2, 2009.