Objectives: We will use pumping tests from the deeper (semi-confined) aquifer to estimate K.  We will assume that all conditions for the Theis solution are met (fully confined aquifer).   Reading: Theis type curve solution: Fetter, Applied Hydrogeology: Theis solution, pp. 153- 156 and 169 - 173   Notes and instructions for type curve fit, Theis method: Notes on Theis graphic solution   Sample problem:  Theis method Example problem   Sample problem:  10_23_aquifer test Drawdown vs. time plot   Graph paper for solution   Data sets:  aquifer tests from the CSUS wellfield MW1A MW1A 3 hour test MW2A MW2A 3 hour test MW3A MW-3A 3 hour test MW1A MW1A 24 hour test MW2A MW2A 24 hour test MW3A MW-3A 24 hour test   Distances: Distances between wells were measured with a steel tape: Extraction well to MW1A = 133.0 ft Extraction well to MW2A = 138.9 ft Extraction well to MW3A = 30.05 ft   Assignment Estimate the transmissivity (T), hydraulic conductivity (K), and storativity (S) in the deeper water bearing interval.  Assume that the interval is fully confined.  Include a methods section with appropriate references, results and discussion.  Use thesis format.