Page 131 - Air Pollution Control Engineering
P. 131

03_chap_wang.qxd  05/05/2004  12:48 pm  Page 110
                    110                                                    José Renato Coury et al.

                                          ν ts            10  2 , with D in meters.
                                          ν m  = 2.8850  × 10  D i   i
                                           ts
                                     η =             1           , with D in meters.
                                                               .
                                       i  [ 1 +  . (2 885  × 10 10  D i ) −32 ]  i
                                                            2

                       For v = 20.0 m/s,
                           i
                                                       3
                                                     m 3600s
                                                                        3
                                          Q = 0.1812           = 652.3 m h
                                                      s    h
                                                    v = 10.1m s
                                                     o
                                                   v    =  21.1m s
                                                    tmax
                                           ν
                                                 .
                                                      ×
                                            ts  = 3 7083 10 10  D 2  , with D in meters.
                                           ν ts m            i       i
                                     η =             1
                                                                .
                                      i   [ 1 +  . (3 7083  × 10 10  D i ) −32 ]  , with D in meters .
                                                                         i
                                                             2
                       Figure 4 shows the efficiency curves obtained with the Barth model compared to the
                       experimental results of Dirgo and Leith (17), for the same operating conditions (note that
                       the difference in D is of only 3 mm).
                                      c
                       Leith and Licht Model
                       For v = 10 m/s, the length and diameter of the vortex are calculated from Eqs. (13) and
                           i
                       (12), respectively:
                                                                           1
                                                           (0.302 m ) 2   3
                                        Z = 2.3 (0.151 m )               
                                         c
                                                         (  0.151 m )(0.060 m )
                                                    Z = 0.750 m
                                                      c
                            d = 0.302 m  − (0.302 m  − 0.113 m )  0.151 m  + 0.750 m  − 0.453 m 
                             c                                    1.208 m  − 0.453 m    

                                                     d = 0.190 m
                                                      c
                       Because H−S = 1.208 m−0.151 m = 1.057 m > Z , the volume of the cyclone natural vor-
                                                              c
                       tex is given by Eq. (10):
                                                                                  2
                                V =    ( π. 0 302 m ) 2  ( . 0 453 m  − . 0 151 m ) +    ( π. 0 302 m ) 
                                  nl                                              
                                           4                                4     
                                       . 0 750 m  + . 0 151 m  − . 0 453 m 
                                                   3             
                                          . 0 190 m  ( . 0 190 m )   ( π. 0 151 m 0
                                                             2
                                                                            2
                                                                           ) .750 m
                                           1 +    +          2   −
                                      
                                          . 0 302 m  ( . 0 302 m )       4
   126   127   128   129   130   131   132   133   134   135   136