A model has been developed to describe the transport of low volatility organic chemicals in a column of soil. The mathematical model calculates the rate of movement through the soil by solving the dynamic material and energy balances around the soil column. The model is used to make predictions on the transport of 2,3,7,8‐tetrachlorodibenzop‐dioxin (TCDD) at the Eglin Air Force Base Agent Orange biodegradation test plots. The model predicts a vertical movement of TCDD, buried in 1972, through the soil column. Soil column profile data confirm the vertical movement of TCDD.
The treatment of waste water by biological oxidation is an old and established process. In recent years, the possible risks of airborne contamination from aerated wastetreatment systems have been recognized. To provide effective protection of operating personnel and members of the general public, methods which can quantitative1 pre-Extensive test work by Gaudy [I, 2, 3, 41 in the early 1960's on laboratory and full-scale activated-sludge systems provided data on the stripping characteristics of acetone, butyraldehyde, valeraldehyde, pro ionaldehyde, model which could account for the simultaneous biological oxidation and air volatilization which occur in activated-sludge treatment plants. Other experimental work by Dilling [5], Richardson [6], and Smith [q resulted in the accumulation of much data on the volatilization rates of various organic compounds. Recently, Stover [8] has presented data and correlations on the rate of volatilization of various organic chemicals from laboratory-scale activated-sludge systems.Thibodeaux [9, 10, 11, 121 developed a generalized model to redict the air volatilization rate of organics from Thibodeaux's work to include simultaneous biological oxidation and volatilization of the organic contaminate. Recently, Hwang [16] has applied these models to the problem of toxic emissions from land-disposal facilities. This paper presents the results of a laboratory study conducted to develop data for verification of the Freeman-model predictions. Acrylonitrile was chosen as the hazardous chemical to be studied. Described in this paper are the experimental methods used to start up and operate bench-scale wastewater-treatment systems, including a description of the experimental apparatus and the daily operating procedures; the sampling and analysis rocedures used to colacrylonitrile concentration; significant results; and conclusions. dict the emission rates of volatile organics are nee K ed. and butanone. Gaudy's work did not resu P t in a general an aerate B treatment basin. Freeman [13,14,15] extended lect air, water, and sludge samp P es and determine the
EXPERIMENTAL METHODSThree continuous-flow, bench-scale biologicaloxidation systems were designed, constructed, and operated in laborator hoods for a minimum of 45 days to deteracrylonitrile. The systems were designed to operate at
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