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HYDC05  12/5/05  5:35 PM  Page 190






                 190    Chapter Five


                    Type 1          Type 2            Type 3            Type 4             Type 5




                 l k

                 l u


                 O u


                 O k





                                       l k Known input          l u Unknown input
                                      O k Known output         O u Unknown output

                 Fig. 5.38 Five topological types of conduit network in karst groundwater systems. After Brown and Ford (1971).


                   (,
                 ∂Cz t)   CQ z()                             into equation 5.58. Calculation of the hydraulic con-
                        =−  o                       eq. 5.56
                    ∂t     πr 2                              ductivity can then be made if the hydraulic gradient is
                                                             known using equation 2.9. An example of the applica-
                 which, for a fixed value of z, yields upon integration:  tion of the single borehole dilution method is given in
                                                             Box 5.4.
                         ⎡  Qt ⎤                               In a convergent radial flow tracer test, tracer is
                 C   exp −   o  ⎥                   eq. 5.57
                  =
                         ⎢
                    C
                     o      r π  2                           added to a soakaway, well or piezometer and the
                         ⎣    ⎦                              breakthrough monitored at a pumping well. A diver-
                 If it is assumed that the water flowing through the  gent radial flow tracer test is also possible where
                 borehole is drawn from a width of aquifer equal   tracer is added to an injection well and the forced
                 to twice the borehole diameter, then, for a one-  plume of tracer observed in an array of surrounding
                 dimensional flow system with parallel streamlines, Q  observation points. In comparison, a shortcoming of
                                                         o
                 = 2qd and equation 5.57 becomes (Lewis et al. 1966):  the convergent radial flow test is that the converging
                                                             flow field counteracts spreading due to dispersion. An
                         ⎡ 8
                 C   exp −  qt ⎤ ⎥                  eq. 5.58  example of the convergent radial flow test is given
                  =
                         ⎢
                    C
                     o      π                                in Box 5.5.
                         ⎣   d ⎦
                 where  C is concentration at time  t = 0,  d is the
                        o
                 borehole diameter and  q is the horizontal specific   5.8.4 Geophysical methods
                 discharge or darcy velocity (Section 2.3). Hence, the
                 dilution of tracer in the borehole should be exponen-  Downhole (borehole) and surface geophysical tech-
                 tial, with a time constant related to the specific dis-  niques are now routinely used in hydrogeological
                 charge. By plotting concentration versus time on  investigations and take advantage of modern tech-
                 semilogarithmic paper, the specific discharge can be  niques and instrumentation that have benefited from
                 calculated by substituting any two values of tracer  advances in electronics and digital technology. Al-
                 concentration and the corresponding time interval  though the two types of geophysics can be considered
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