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HYDC02  12/5/05  5:38 PM  Page 38






                 38    Chapter Two



                                                                                             BO X
                  Continued
                                                                                             2.3






















                                                                            Fig. 4 Refraction of groundwater flow
                                                                            lines at a geological boundary.






                  materials. Unlike in the case of light that obeys a sine law, ground-  layered aquifer systems, as shown in Fig. 5, the outcome of the tan-
                  water refraction obeys a tangent law, as explained below.  gent law is that flow lines have longer, horizontal components of
                    In Fig. 4, a stream tube is shown with flow from a region with  flow in aquifer layers and shorter, vertical components of flow
                  hydraulic conductivity K to a region with hydraulic conductivity K ,  across intervening aquitards. The aquifer layers act as conduits for
                                 1                        2
                  where K > K . Considering a stream tube of unit depth perpendicu-  groundwater flow. If the ratio of the aquifer to aquitard hydraulic
                       2  1
                  lar to the page, for steady flow, the inflow  Q must equal the  conductivities is greater than 100, then flow lines are almost hori-
                                                1
                  outflow Q ; then, from Darcy’s law (eq. 2.5):  zontal in aquifer layers and close to vertical across aquitards. This is
                        2
                                                             commonly the case, as the values of hydraulic conductivity of nat-
                      h d    h d                             ural geological materials range over many orders of magnitude
                        =
                   Ka  1    Kc  2                       eq. 8
                   1      2                                  (Table 2.1).
                      l d    l d
                      1      2
                  where dh is the decrease in head across distance dl and dh is the
                                                       2
                        1
                                                  1
                  decrease in head across distance dl . In that dl and dl bound the
                                        2
                                                    2
                                               1
                  same two equipotential lines, then dh equals dh ; and from a con-
                                                2
                                         1
                  sideration of the geometry of Fig. 4, a = b ⋅ cos q and c = b ⋅ cos q .
                                               1
                                                          2
                  Noting that  b/dl = 1/sin q and  b/dl = 1/sin q , equation 8
                                            2
                                    1
                             1
                                                  2
                  now becomes:
                    cos q   cos q
                   K 1  1    =  K  2  2                 eq. 9
                     sin q  sin q
                       1       2
                  or
                   K   tan q
                    1    =  1                          eq. 10
                   K   tan q
                    2     2
                  Equation 10 is the tangent law for the refraction of groundwater  Fig. 5 Refraction of groundwater flow lines across a layered
                  flow lines at a geological boundary in heterogeneous material. In  aquifer system.
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