Page 76 - Modern Spatiotemporal Geostatistics
P. 76

Spatiotemporal  Geometry                   57

        2.34  into geostatistical  analysis, one cannot specify the  spatiotemporal  metric
        and  the  natural field  values  independently.  Rather these two  entities  must be
        connected via  Equation 2.34.
             In  some other  applications,  the  form  of  the  metric  is obtained  indirectly
        from the field  equations.  This  may happen in the  case in which the solution  of
        the  physical law can  be written as


        The  solution  (Eq. 2.35) puts  restrictions on the geometrical features of space/
        time and suggests a metric of the form  |p| = g(si, ...,s n,t),  where |p| defines
        the  space/time  distance from  the  origin.  In  fact,  in  the  section,  "Separate
         metrical structures"  (p. 43), we discussed the formulation  of physical equations
         in  terms  of  general  curvilinear  coordinates  involving  the  metric  coefficients
        Qij.  It  is  possible  that  the  physical law  could  lead  to  a  solution  that  offers
         information  about  the  coefficients  gjj  of  the  metric.  These  possibilities  are
        demonstrated with the  help of the following  examples.

         EXAMPLE 2.24: Consider the natural field X(si,  s 2) whose spatial distribution
         is governed  by the  physical  law


        The  solution  of  Equation  2.36 is expressed  as
                        Hence, a spatial metric  suggested by the physical  law above
         is  the  Euclidean \s\  =  ^s\ +  s%.  On the  other  hand,  the  physical  equation
         sidX/dsi—s^dX/dsz   =  0 has a solution of the form X(si,  s^)  = X(si  82),
        which  means  that  the  above  physical  equation  may  be  associated  with  the
         metric  \a\  — s\ s?.

         EXAMPLE 2.25: The governing flow  equations for  phases a  (=  water and oil)
         in  a  porous domain  are (Christakos, et  al.,  2000b)



        where e a  is the  direction  vector  of  the  a-flowpath  trajectory,  Ca  is the mag-
         nitude  of the  pressure  gradient  along e a, K a  are intrinsic  permeabilities, and
         0  is a function  of e a  and K a.  The solution  of the  flow equation  above  is of
        the form  (, a  =  C, a(\s\),  where the  metric  \s\  =  £ a  is the distance along the
        a-flowpath.
         EXAMPLE  2.26:  Consider the  R 2  x  T  space/time  continuum  considered in
         Example  2.19.  The  question  is:  How  can we determine  a suitable spatiotem-
         poral  metric?  According  to  the  preceding  discussion, the  physical knowledge
         available  can  be very  helpful  in  this  respect.  Let  us suppose that  the natural
                                      2
         field X(si,  s 2,  t)  is governed in R  x T  by the flux-conservative  law

         where v  =  (vi,  v%)  is an empirical velocity  to  be determined from  the data.
         The physical  law (Eq. 2.38) puts certain  restrictions on the geometrical features
   71   72   73   74   75   76   77   78   79   80   81