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                                                                    Groundwater investigation techniques  181


                   Table 5.8 Record of drawdown in an observation well situated   to vary (as seen in Box 5.2, Table 1), an advantage
                   30 m from a well in a confined aquifer pumping at a rate of   of monitoring the recovery phase is that the rate
                       3 −1
                   0.01 m s .
                                                               of recharge can be assumed to be constant and
                                                               therefore satisfying one of the above Theis solution
                   Time since start of pumping (days)  Drawdown (m)
                                                               assumptions.
                   0.010                          1.24           The Theis method requires that pumping is con-
                   0.025                          1.89         tinuous. Therefore, for the method to be applied to
                   0.050                          2.40         the recovery phase of a pumping test, a hypothetical
                   0.075                          2.69
                   0.10                           2.92         situation must be conceptualized. If a well is pumped
                   0.25                           3.61         for a known period of time and then switched off, the
                   0.50                           4.14         following drawdown will be the same as if pumping
                   0.75                           4.45         had continued and a hypothetical recharge well
                   1.0                            4.67         with the same discharge was superimposed on the
                   2.5                            5.37
                                                               pumping well at the time the pump is switched off.
                                                               From the principle of superimposition of drawdown
                                                               (see next section), the residual drawdown, s′, can be
                                                               given as:
                       .      . 0 0022
                     =
                                     =×
                   S   2 25  × 90  ×         −4       eq. 5.47      Q
                                       510
                                                                 =
                                                                               (
                            30 2                               s′      [(   −  Wu′)]              eq. 5.48
                                                                       Wu)
                                                                    4π T
                   Recovery test method                        where, for time t, measured since the start of pump-
                   At the end of a pumping test, when the pump is  ing and time t′, since the start of the recovery phase:
                   switched off, the water levels in the abstraction
                                                                    2
                                                                               2
                   and observation wells begin to recover. As water   =  rS  and ′  =  rS
                                                               u          u                       eq. 5.49
                   levels recover, the residual drawdown, s′, decreases       4 Tt  4 Tt′
                   (Fig. 5.31b). On average, the rate of recharge,  Q,
                   to the well during the recovery period is assumed   For small values of u′ and large values of t′, the well
                   to be equal to the mean pumping rate. Unlike the  functions can be approximated by the first two terms
                   drawdown phase when the pumping rate is likely   of equation A6.1 so that equation 5.48 becomes:







                                                  6
                                                                                               •
                                                  5
                                                                                          •
                                                                                        •
                                                 Drawdown (m)  3         •  •  •  •        s 2  − s 1  = 1.75m
                                                                                      •
                                                  4

                   Fig. 5.34 Diagram showing the  2 1  t 0  = 0.0022  •
                   Cooper–Jacob semilogarithmic plot of
                                                  0
                   drawdown versus time for the data given  10 −3  10 −2    10 −1        10 0         10 1
                   in Table 5.8.                                           Time (days)
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