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,FATE AND TRANSPORT OUTPUT FILE, AREA III <br /> 95 0 7.12E-11 <br /> 96 0 7.12E-11 <br /> 97 0 7.12E-11 <br /> 98 0 7.12E-11 <br /> 99 0 7.12E-11 <br /> 100.0 7.12E-11 <br /> End of DISSOLVED SOURCE GROUNDWATER MODEL OUTPUT <br /> Start of model output for* <br /> volatilization from groundwater to indoor air <br /> Groundwater source concentration for volatilization model will <br /> be calculated by groundwater model <br /> -------------------------------------------- <br /> VAPOR TRANSPORT FROM GROUNDWATER TO INDOOR AIR <br /> ---------------------------------------------- <br /> Effective Diffusion coefficient for Vadose zone <br /> ------------------------------------------- <br /> Total thickness of subunit [cm] . 1 90E+02 <br /> Air-filled porosity [-] . . . . . . . 0.18 <br /> Water-filled porosity [-] . 0.12 <br /> Total porosity [-] . . 0 30 <br /> Effective diff. coeff for subunit . . [cmA2/s] 2 60E-03 <br /> Effective Diffusion coefficient for Capillary Fringe <br /> ------------------------------------------------- <br /> Total thickness of subunit [cm] . 10 <br /> Air-filled porosity [-] . . . . . 1.00E-02 <br /> water-filled porosity [-] . . . . . . . 0.29 <br /> • Total porosity [-] . . 0.30 <br /> MA2/s] <br /> Effective diff coeff for subunit . [C 7 93E-05 <br /> Effective Diffusion coefficient for Cracks in the Building Foundation <br /> Totalthicknessof subunit [cm] . . . . 15 <br /> Air-filled porosity [-] 0 25 <br /> water-filled porosity [-] . . . . . . . 0 0 <br /> Total porosity [-] . . 0 25 <br /> Effective diff coeff. for subunit . [CMA2/s] 1.12E-02 <br /> overall Effective Diffusion coefficient (for all layers) <br /> - <br /> overall diffusion path length [cm] . . 2.15E+02 <br /> l <br /> (Equals the sum of the vadose zone, ens, capillary fringe <br /> and the foundation thickness) <br /> overall effective diffusion coefficient [CmA2/s] . . 1 40E-04 <br /> vapor Concentration and Flux at source <br /> ------------------------------------------'-.--- <br /> Initial vapor conc. at source [g/CMA3] . . 0 0 <br /> Initial vapor conc at source [Mg/m3] . 0 0 <br /> Initial vapor flux rate [g/cmA2/s] 0 0 <br /> soil gas flow rate is zero (advection not considered in this model) <br /> CONCENTRATION IN BUILDING (annual average) <br /> MTBE <br /> • The maximum groundwater concentration (mg/1) - 0 00E+00 <br /> occurred at year. 0.0 <br /> Flux into Concentration <br /> Time Building in Building <br /> Page 3 <br />