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Exposure Assessment and Modeling in the Aquatic Environment                 653


                                                           Volatilization:
                                                Atmospheric
                                                Deposition:  7.916   Absorption:
                           Direct Discharge:      0.123                0.753
                                100






                                                                                Advective Outflow: 36.411


                         Advective Inflow: 54.751
                                                Mass in Water: 9.98 kg
                                                Water Concentration: 665 µg/m 3
                                                                                Water Reaction: 110.109


                                                           Deposition: 0.953
                           W–S Diffusion: 2.298
                                                   Resuspension:                S–W Diffusion: 1.998
                                                      0.062

                                                                                 Sediment Reaction: 1.128

                                                            Active Sediment
                                                 Burial    Mass in Sediment: 3.16 kg
                                                 0.063     Sediment Concentration: 291 ng/g

                                     Total mass of anthracene: 13 kg

                       FIGURE 14.2 Process rates of the chemical fate of anthracene in the hypothetic lake environment (expressed as kg/year).

                       is that if a change is made to inputs, the water column will respond fairly rapidly, but the sediment will
                       respond much more slowly. After 2.3 residence times, a system should be 90% toward its new steady-
                       state condition. In reality, the water column will respond rapidly, the sediments more slowly; also, some
                       slow bleeding from sediments back to the water column will retard the full response of the water. The
                       longer response time of the sediment will be the ultimate controlling factor. A conservative estimate is
                       that the abiotic system will be 90% on the way to recovery some 7 years after the direct inputs are reduced.
                        Inspection of the mass balance equations shows that to reduce concentrations by a factor of 10 simply
                       requires reducing total inputs by this factor to about 16 kg/year. In this case, a feasible strategy is perhaps
                       to assume that atmospheric inputs remain constant and to reduce the advective inflow rate of anthracene
                       by 80% to about 11 kg/yr and discharges by 95% to 5 kg/yr, in the expectation that after some 7 years
                       the new target levels will be approached.

                       Pyrene

                       For pyrene, the general picture is similar (Figure 14.3) but there are some notable differences of detail.
                       Pyrene, being more hydrophobic, has a higher  octanol–water partition coefficient, so it sorbs more
                       strongly to suspended and bottom sediments. Further, it is less volatile and less reactive. The result is
                       that, although the inputs are similar to those of anthracene, the mass in the system is larger (i.e., 20.32
                       kg in the water column and 42.52 kg in the sediment). The overall residence time is thus 0.4 years, or
                       5 times longer. Pyrene is less bioavailable in the water, as 94% is in solution compared with 99% for
                       anthracene. It is thus important to appreciate that the fate of a chemical in an aquatic system depends
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