Page 220 - Soil and water contamination, 2nd edition
P. 220

Substance transport                                                   207

                   This Equation (11.19) says that the sum of the concentration changes in space and time
                   equals zero. Combining this equation with Equation (11.18) yields:
                     C     2 C
                          D                                                           (11.20)
                     t     x 2

                   This is a second-order partial differential equation and is known as Fick’s second law. To
                   solve this Equation (11.20), one initial condition and two boundary conditions  (one for each
                   order) are needed and for each set of boundary and initial conditions  there is a solution. For
                   a pulse injection of a tracer  or pollutant into a water body at t=0, we may pose the following
                   initial condition:
                   C(x) = 0 at t = 0                                                  (11.21)

                   The boundary conditions  are formulated so that the concentration integrated over the semi-
                   infinite length equals the mass M of the substance injected and the concentration at infinite
                   distance remains zero:
                   C(∞) = 0 for all t                                                 (11.22)


                   M    A  C  dx                                                      (11.23)

                                                2
                   where A = the cross-sectional area [L ]. The integration of the dispersion  Equation (11.20)
                   may be achieved by trial and error  methods and the analytical solution  reads:
                              M       x 2 /( 4 D
                   C (x ,  ) t      e      ) t x                                      (11.24)
                           2 A  D x t

                   where  D  = the longitudinal dispersion  coefficient   This Equation (11.24) describes the
                                                            .
                          x
                   substance concentration as function of space and time and may be rewritten as:
                               M        x 2 /( 2  2 D
                   C (x ,  ) t         e      ) t x                                   (11.25)
                           A  2D x t  2
                   This equation is analogous to the description of the ‘bell-shaped’ probability density curve of
                   the normal or normalised Gaussian  distribution:
                           1     x 2  2 /  2
                     (x )      e                                                      (11.26)
                            2

                   where the arithmetic  mean of φ(x) equals zero and σ = the standard deviation  of φ(x). Thus,
                   Equation (11.25) describes the concentration distributions as function of time and distance
                   from the point at which the substance was injected and the concentration profile in the water
                   body is described by a Gaussian  curve with a mean of x = 0 and a standard deviation of

                        2 D x t                                                       (11.27)

                   This implies that the centre of mass remains at the point of injection and the standard
                   deviation  increases with time. Accordingly, the Gaussian  curve becomes broader with time.











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        Soil and Water.indd   219                                                           10/1/2013   6:44:54 PM
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