Page 288 - Materials Chemistry, Second Edition
P. 288

VOC-Laden Air Treatment                                          271



           TABLE 7.1
           Empirical Constants for Selected Adsorption Isotherms
           Compounds      Adsorption Temperature (°F)  a   m     Range of P VOC  (psi)
           Benzene                  77             0.597  0.176   0.0001–0.05
           Toluene                  77             0.551  0.110   0.0001–0.05
           m-Xylene                 77             0.708  0.113   0.0001–0.001
           m-Xylene                 77             0.527  0.0703  0.001–0.05
           Phenol                   104            0.855  0.153   0.0001–0.03
           Chlorobenzene            77             1.05   0.188   0.0001–0.01
           Cyclohexane              100            0.508  0.210   0.0001–0.05
           Dichloroethane           77             0.976  0.281   0.0001–0.04
           Trichloroethane          77             1.06   0.161   0.0001–0.04
           Vinyl chloride           100            0.20   0.477   0.0001–0.05
           Acrylonitrile            100            0.935  0.424   0.0001–0.05
           Acetone                  100            0.412  0.389   0.0001–0.05
           Source:  [1].

           concentration (or partial pressure) of VOC in the waste air stream. For most
           of the VOCs, the adsorption isotherms can be fitted well by a power curve,
           also known as the Freundlich isotherms (also see Equation 6.7):

                                        q =     ) m
                                           a P( VOC                        (7.1)
           where
              q    = equilibrium adsorption capacity, lb VOC/lb GAC
              P VOC   = partial pressure of VOC in the waste air stream, psi
              a, m  = empirical constants

           The empirical constants of the Freundlich isotherms for selected VOCs are
           listed in Table 7.1. It should be noted that the values of these empirical con-
           stants are for a specific type of GAC only and should not be used outside the
           specified range.
             The actual adsorption capacity in the field applications should be lower
           than the equilibrium adsorption capacity. Normally, design engineers take
           25% to 50% of the equilibrium value as the design adsorption capacity as a
           factor of safety. Therefore,
                                   q design =  (50%)(  )                   (7.2)
                                                q theoretical
             The maximum amount of COCs that can be removed or held (M removal ) by
           a given amount of GAC can be determined as:

                                 M removal =  q ( design  )( M GAC )
                                        =      )[( V GAC ρ  )]
                                          q ( design  )( b                 (7.3)
   283   284   285   286   287   288   289   290   291   292   293