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L1644_C07.fm  Page 274  Monday, October 20, 2003  12:10 PM











                                          TABLE 7.2
                                          Effective Stack Heights Depending on Wind Speed and Actual
                                          Stack Height

                                               h stack  (aa aa)             h eff  (m)
                                                             0 to 2 m/s   2 to 3 m/s    3 to 4 m/s

                                                 5              133          60            43
                                                100             297          195          167
                                                200             676          435          379



                                                    Concentration [υg/m 3 ]  25
                                                      20
                                                      15
                                                      10

                                                      0 5
                                                       0     10     20    30    40    50    60    70     80    90    100
                                                                  Distance from stack [km]
                                    FIGURE 7.3 Concentration curve for PM 10 , 100 km around the stack of 5 m height (average
                                    annual wind speed of 2.5 m/s).


                                       Figure 7.3 shows an example of a concentration curve for PM  and the wind
                                                                                          10
                                    speed class 2 to 3 m/s, 100 km around the stack of 5 m height. The resolution of
                                    the grid is higher close to the stack in order to represent the sharp decrease of
                                    concentration there.

                                    7.4.2  EXPOSURE ANALYSIS TO DETERMINE THE POPULATION
                                          DENSITY AROUND THE EMISSION SOURCE
                                    In order to make results comparable, the basic classification of regions and districts
                                    according to population density is taken from Nigge (2000), who calls the combi-
                                    nation of region and districts settlement structure classes.
                                       For the calculation of the radial population density, the radius of 100 km around
                                    each municipality in the region under study is considered, which corresponds to the
                                    modeling area of the short-range transport covered by the Gaussian dispersion model
                                    used. Annuli are formed in intervals of 10 km that lead to 10 annuli around each
                                    municipality. Each municipality will be counted to the respective annulus if its center
                                    lies within the considered annulus. The interval of 10 km is chosen assuming that
                                    the linear extension of the municipalities in the region under study is in the range
                                    of up to 10 km of both sides of the center of the municipality. Assuming that every



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