Page 41 - Soil and water contamination, 2nd edition
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28                                                   Soil and Water Contamination

                       For the water phase (dissolved phase) ) use Equation (2.27):

                                 1         1                   -1  -3
                       Z                             180  mol atm  m
                        water                  3
                                 H       . 5  55  10

                       For the sediment phase (adsorbed phase) , use Equation (2.28):
                                   K d    1100   6 . 0  10  3         -1  -3
                                 s
                       Z                                    119  mol atm  m
                        sed                         3
                                  H           . 5  55  10
                       Third, calculate the fugacity  for the whole system using equation (2.25):
                                          112                         7
                       f                                        . 2  68  10  atm
                                               4
                                    7
                             40  9 .  10    180  5  10    119  400
                       Finally, from Equation (2.29) the amount of benzene  in the three different phases can be
                       calculated:

                       M         . 2  68  10  7  10 7  40  9 .     110  mol
                         air
                       M         . 2  68  10  7  5  10 4  180    4 . 2  mol
                         water
                       M  sed     . 2  68  10  7  400  119    . 0  013 mol

                       Thus, most of the benzene  is present in the air. Nevertheless, the benzene concentrations
                       in the different phases  are proportional to the fugacity  capacity and, therefore, the highest
                                                                    -1
                       benzene concentration is found in the water (0.048 μmol l ).

                    2.6  CHEMICAL EQUILIBRIUM  AND KINETICS

                    2.6.1  Equilibrium

                    Chemical equilibrium  in a closed system  describes the state  of maximum thermodynamic
                    stability, which means that there is no chemical energy available to alter the relative
                    distribution of mass between the reactants and products in a reaction, and the final expected
                    chemical composition has been reached. Consider a reversible reaction where components A
                    and B (reactants) react to produce components C and D (products):

                    aA     bB      cC      dD                                          (2.30)

                    where the uppercase letters represent the chemical compounds and the lowercase letters
                    the stoichiometric coefficients. Similarly to Equation (2.17), the change in free energy  per
                    additional mole reacting as a system proceeds towards equilibrium  can be expressed as:
                     G       G 0     RT ln Q                                           (2.31)

                                                                                  2  -2
                            0
                    where ΔG  = the standard free energy change  at 25 °C and 1 atm pressure [M L T ], which
                    is constant for a given reaction, and Q = the reaction quotient  [-]The change of the standard
                    free energy  for a given reaction can be calculated from the free energies of formation (i.e. the
                    energy needed to produce one mole of a substance from the elements in their most stable
                    form) of the substances participating in the reaction:









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        Soil and Water.indd   40                                                            10/1/2013   6:44:12 PM
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