Page 78 - Materials Chemistry, Second Edition
P. 78

Site Assessment and Remedial Investigation                        61



              Determine:
               (a)  The concentration of benzene adsorbed onto the suspended sol-
                   ids, and
               (b)  The percentage of total benzene mass in the dissolved phase of
                   the unfiltered wastewater.

              Solution:
               (a)  Use Equation (2.26) to find K :
                                             p
                            K  = f  K oc
                              p
                                 oc
                       	  	= (1%)(85) = 0.85 mL/g = 0.85 L/kg
                   Use Equation (2.25) to find S:
                            S = K C
                                 p
                       	  	   = (0.85 L/kg)(5 mg/L) = 4.25 mg/kg
               (b)  Basis: 1-L solution
                   Mass of benzene in the liquid phase
                       = (C)[(volume of the solution)] = (5)(1) = 5 mg
                   Mass of benzene adsorbed on the solid
                       = (S)[(Volume of the solution)(suspended solid concentration)]
                       = (4.15 mg/kg)[(1 L)(5,000 mg/L)(1 kg/1,000,000 mg]
                       = 2.125 × 10  mg
                                 −2
                   Total mass of benzene
                       = mass in the liquid + mass on the solid
                       = 5 + (2.125 × 10 ) = 5.021 mg
                                    −2
                   Percentage of total benzene mass in the aqueous phase
                       = 5/(5.0215) = 99.6%


              Discussion:
              Almost all of the benzene, 99.6%, is in the dissolved phase because only
                a small amount of solids is present, the organic content of the sus-
                pended solids is low, and benzene is not very hydrophobic.


           Example 2.37:   Mass Partition between Vapor, Liquid, and Solid Phases

           The vapor concentrations of benzene and pyrene in the void space of the
           vadose zone underneath a landfill are 100 ppmV and 10 ppbV, respectively.
           The total porosity of the vadose zone is 40%, and 30% of the porosity is occu-
           pied by water. The (dry) bulk density of the soil is 1.6 g/cm , and the total
                                                                 3
           bulk density is 1.8 g/cm . Assuming no free product is present, determine
                                 3
           the mass fractions of each COC in the three phases (i.e., void, moisture, and
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