Page 118 - Geochemical Anomaly and Mineral Prospectivity Mapping in GIS
P. 118

Catchment Basin Analysis of Stream Sediment Anomalies                117

           ESTIMATION OF LOCAL UNI-ELEMENT BACKGROUND DUE TO LITHOLOGY
              Two techniques are explained here: (1) multiple regression analysis; and (2) analysis
           of weighted mean uni-element concentrations. The former is demonstrated by Bonham-
           Carter and Goodfellow (1984, 1986), Bonham-Carter et al. (1987) and Carranza and
           Hale (1997), whilst the latter is demonstrated by Bonham-Carter et al. (1987).

           Multiple regression analysis

              In multiple regression analysis,  measured stream sediment uni-element
           concentrations (Y i) and areal proportions (X ij) of j (=1,2,…,m) lithologic units in sample
           catchment basin  i (=1,2,…,n) are  used,  respectively, as dependent and independent
           variables in order to estimate for every sample catchment basin local background uni-
           element concentrations (Y ′ ) due to lithology in sample catchment basin i, thus:
                                i

           Y = ′ i  b +  m  b j  X ,                                           (5.4)
               o ¦
                         ij
                   j=1

           where  ¦ m  1 = j  X ij  1 = ,  b o and  b j are the regression coefficients determined by the  least-
                                                      2
                                              n
           squares method to minimise the quantity  ¦ ( Y i −Y i ′) . The multiple regression equation
                                               = i 1
           implies that estimates of background uni-element concentrations are a result of additive
           mixing of weathering products of lithologic units in sample catchment basins.
              The coefficient  b o can  be interpreted as  regional average  uni-element content,
           whereas the coefficient b j can be interpreted as average uni-element content of lithologic
           unit j (=1,2,…,m) in any sample catchment basin i (=1,2,…,n). However, by inclusion of
           b o, equation (5.4) is indeterminate because the regression matrix is singular, unless one
           independent  variable is  discarded  (Bonham-Carter et al., 1987). This  problem can be
           overcome by  allowing round-off errors (e.g., using two decimals) in calculating areal
                                            m  X   . 1 ≅  00 . The multiple regression modeling
           proportions of lithologic units so that  ¦ =j  1 ij
           can also be forced through origin (i.e., setting b o=0) so that the singularity problem is
           avoided and equation (5.4) is determinate (Bonham-Carter and Goodfellow, 1984, 1986).
              In  order to  determine relative contributions of the independent variables and their
           ability to account for total variation in Y i, the multiple regression analysis is performed
           via forward and forced simultaneous inclusion of independent variables. That is to say,
           the most significant independent  variables are not searched and included in the final
           regression equation according to a statistical criterion; rather, all independent variables
           are included in the final regression model.
              The ability of the independent variables to account for the variation of the dependent
                                           2
           variables can be characterised using R  (usually expressed as percentage), the ratio of
           sum of squares explained  by regression to the total sum of squares, which indicates
           goodness-of-fit of the multiple regression  model. Invariably, regression  models have
           poor fit to uni-element concentration data that are significantly positively skewed.
           Logarithmic transformation of  uni-element concentration data invariably results in
   113   114   115   116   117   118   119   120   121   122   123