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134       Modern Spatiotemporal Geostatistics —  Chapter 6

        (v)  in  order  to  account  for  hard  and soft  data,  complicated  combinations  of
        the  various types of  kriging techniques are considered, many of which are cum-
        bersome and involve arbitrary  approximations while lacking a sound  theoretical
        background;  and  (vi)  variograms  for  very  high  and  very  low  thresholds are
        customarily  difficult  to  model.  BME  does  not  need  to  make  any of  the above
        assumptions and approximations and, thus,  it  does not  suffer from  any of  the
        limitations of  the  multi-Gaussian and indicator  approaches.  In addition, while
        both  of  these  approaches calculate local  (i.e.,  single-point)  probability  distri-
        butions,  an important  feature of  BME  is that  it  can calculate local as well as
        global  (i.e.,  multipoint)  pdf.  Instead of  complicated  combinations  of various
        types  of  estimation  techniques,  BME  provides a  unified  general framework  for
        integrating and  processing various kinds of  hard and soft data.


        COMMENT  6.3 : Some   geostatisticicms   ma y prefer   t o concentrate   o n th e



        purely mathematical   formulation   of   the  BME  space/time   approach.   In   that
        case, the  five main steps  involved  in  the  formal  BME   approach   are:

         (i.) I n light   o f th e general   physical  knowledge   Q   available, formulate  th e





             corresponding equations   of   the stochastic moments   (see  Eq. 3.1, p.  74).



         (ii.) Assume  apdfofthe  general  formo f Equation  5. 6 (p . 106) and (depend-



             ing on the kind  of moments involved in Eq. 3.1) select the  g a-functions.



        (iii.) Substitute   Equation   5. 6 into Equation  3. 1 and solve for th e multipliers

             fj, a. Insert   these   multipliers   back   into   Equation   5.6   to     the   exact

             form of   the   Q-based   pdf  of   the   map.



        (iv.) I n light   o f th e specificatory   knowledge   S   available,   develop   th e cor-




             responding hard   and   soft   data  parameters  and   operators   (p.  82    and

             Table 6.1,  p.  133).







         (v.) Insert   th e S-operators   o f (iv. ) togetherwith   th e (f-based   pd f o f (iii. )


             into Equation   5.35   (p.   120)   [or, Eq.  6.17,   p.  132]  to   the   Abased
             pdf of   the  map.   Select   appropriate space/time  estimates,   depending  on


             the goals   of   the   study   (see   also  Chapter   7).

        One may   notice   that   the  principle  of   maximum  expected   information   (Pos-
        tulate 5.2,   p.   106)   is  not   mentioned   in   the   mathematical  derivation   of   the




        space/time equations   according  to steps   (i-)-(v. ) above.  I n fact,   Equation


        5.6 o f (ii. ) may b e considered as a reasonable mathematicalassumption   con-



        sistent with  the   ^-knowledge   available.   Thus,   Postulate   5.2   may  be  viewed


        by some   geostatisticians   a s optional,   i.e. , t o b e used  only   i f they   wish   t o





        provide an   epistemic   justification  for   the   choice  of  the   pdf   form   (Eq.   5.6).

            In  the  following  pages, the  analytical  results  we obtained  in  the  preced-
        ing  sections  will  be  tested  by  means  of  synthetic  examples  in  a  controlled
        environment  and  by real-world  case  studies.  The  distinction  between  the  two
        somehow  resembles that  between experimental  and observational tests:  While
        observational  data  (or  real-world  studies)  may  be fraught  with  many  uncon-
        trolled  variables,  experiments  (or  synthetic  examples,  in  this  case)  have  the
        crucial  advantage that  the  scientist  can control  most  of  the  variables except
        the  ones that  are of  particular  interest.
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