A confined aquifer of thickness 35 m is pumped at a rate of 100 L/s from a well of radius 0.5 m. The recorded drawdowns in a monitoring well located 200 m from the pumping well are given in Table. 3.3. Use the steady-state approach to estimate the hydraulic conductivity and transmissivity, if it is assumed that the condition is reached equilibrium after 1-day of constant pumping.
time (s) | Drawdown (cm) |
0 | 0 |
10 | 0.6 |
100 | 5 |
1000 | 60 |
10000 | 460 |
100000 | 500 |
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