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PREDICTED DRAWDOWN DUE TO EVAPORATIVE LOSS -STROH PIT 60OFT FROM LAKE <br />EAST PIT <br />Input Data for prediction of drawdown <br />K Equation used in prediction <br />Hydraulic conductivity, K, fUday E0.000512 (Wu)) ! ,: <br />Aquifer Thickness, b, ft 0.01 0.1 1 10 100 1000 S - l u <br />Storage Coefficient, S 4;r T 4Tt <br />Pumping Rate, GPM S <br />Distance from well, ft s is drawdown, W(u) is the well <br />0.000001 0.00001 0.0001 0.001 0.01 0.1 1 <br />0.16 <br />0.14 <br />w 0.12 <br />w <br />LL <br />Z 0.1 <br />PREDICTED DRAWDOWN <br />Z <br />3: 0.08 <br />O <br />Q 0 0.06 <br />Q 0.04 <br />0.02 <br />0 <br />0:00:01 0:00:09 0:01:26 0:14:24 2:24:00 24:00:00 <br />TIME IN HOUR:MINUTE:SECOND <br />0.16 <br />F 0.12 <br />w <br />W <br />z 0.1 <br />0.14 <br />Z <br />3 0.08 <br />O <br />O <br />0.06 <br />4 a <br />0.04 <br />0.02 <br />0 <br />0:00:00 <br />3:00:00 6:00:00 <br />9:00:00 12:00:00 15:00:00 18:00:00 21:00:00 <br />TIME IN HOUR:MINUTE:SECOND <br />24:00:00 <br />