Department of Earth Science |Northeastern Illinois University

PRINCIPLES OF HYDROGEOLOGY
ESCI 337
Spring, 2004

Daily Objectives #16 (March 9, 2004)                                             Dr. Sanders

Note: Exam #2 is Thursday!  Click here for a review sheet that summarizes all the pink sheets.

By the end of today's class, you should be able to do the following:

v  Estimate how much water will drain from a saturated porous medium.  (We will test the estimates by seeing how much drains from the Darcy tube!)

v  Inject droplets of dye into the ground water flow model.

v  State Darcy's Law and explain each of the variables in the formula.

v  Using the map of ground water levels in southeast Wisconsin that you made last time (see p. 110), assuming the aquifer is 50 ft thick, and assuming a hydraulic conductivity (K) value of about 3 ft/day, estimate the ground water flow into Lake Michigan in T5N, R22E.  Then, do the same for T7N, R22E--but be careful, as this one's trickier!

v  Using Darcy's Law, evaulate and interpret results from the Darcy tube experiment.

v  Explain what the following types of flow system boundaries are:
               >  no-flow boundary (also called an impermeable boundary), 
               >  water table boundary
, and
               >  constant head boundary.

v  Sketch the pathways of the dye as it moves through the flow model, and on your drawing, identify the following components of a flow net: flow lines, boundaries, water table.  (Show only the approximate position of the water table; we will work on finding exact position next week).

Department of Earth Science | Northeastern Illinois University

© 2004 Laura L. Sanders.  Last updated March 9, 2004.