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11 Dec 2019

(1) We are trying to remove tetrachloroethene (C2Cl4) from ground water by air stripping process. The maximum level of tetrachloroethene in the ground water is 5 mg/L and this must be reduced to 50µg/L using air stripping column. Here is given information; Liquid-phase mass transfer (m/sec) kL =19.86 x10-4 m/sec Wetted packing area (m2/m3 ), aw = 89.18 m2/m3 gas-phase mass transfer (m/sec), kG =4.94 x10-3 m/sec liquid flow rate, Qw = 8L/sec Temperature = 6ºC Column diameter = 3.0 ft Air -to-water ratio (QA/QW) = 40 (You need Appendix A for calculation of H) a) Determine liquid loading rate, L b) Stripping factor c) Height of transfer unit, HTU d) Number of transfer unit, NTU e) Height of packing in column, Z

(2) A tank containing 10,000 gallons of trichloroethane ruptures contaminating 3,000 ft2 of soil. Diffusion coefficient of 0.80cm2/sec. Trichloroethane saturation in air =500g/m3 Humidity = 0.4 Temperature = 20ºC Thickness of stagnant boundary layer = 0.5cm Specific gravity of Trichloroethane =1.321 i) Use Hartley’s method to estimate the rate of volatilization of trichloroethane Ii) Calculate the time required for the entire 10,000 gallons to evaporate.

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