Modeling the movement of volatile organic chemicals in columns of unsaturated soil

Mechanisms affecting the fate of nondegradable volatile organic chemicals in soils include (1) advection in air and water, (2) dispersion in air and water, (3) air-water mass transfer and equilibrium, (4) diffusion in immobile water, (5) mass transfer between mobile and immobile water, and (6) sorption. A deterministic model was developed to account for these processes in laboratory columns of unsaturated soil. The general form of the model was solved numerically. The numerical solution was verified with analytic solutions for simplified conditions. Column experiments were conducted to validate the model and to determine the relative importance of each mechanism in two soil types. The movement of trichloroethene was measured in a column packed with a uniform sand and one packed with uniformly sized aggregates that were made from clay. Parameter values for the model predictions were independently determined from direct measurements and literature correlations. Bromide tracer studies were performed to determine parameter values that could not be measured directly or were not estimated accurately by literature correlations. For the sand column the amount of immobile water, the rate of liquid diffusion, and the liquid dispersion coefficient were measured in a tracer study. A batch rate study was used to measure the rate of intraaggregate diffusion in the clay aggregates. The liquid dispersion coefficient for the column containing aggregates was measured in a tracer study. These parameter values were used in the model to predict the breakthrough and elution of trichloroethene in the two columns. To describe the column data, however, Henry's constant was increased from a literature value of 0.4 to 0.7, and the predicted gas dispersion coefficient was reduced by a factor of 10.

[1]  D. R. Nielsen,et al.  Water flow and solute transport processes in the unsaturated zone , 1986 .

[2]  E. J. Wilson,et al.  Liquid Mass Transfer at Very Low Reynolds Numbers in Packed Beds , 1966 .

[3]  W. F. Spencer,et al.  Modeling Vapor Losses of Soil-Incorporated Triallate1 , 1980 .

[4]  C. Y. Lee,et al.  Estimation of Diffusion Coefficients for Gases and Vapors , 1955 .

[5]  J. Cherry,et al.  Transport of organic contaminants in groundwater. , 1985, Environmental science & technology.

[6]  M. V. Genuchten,et al.  Mass Transfer Studies in Sorbing Porous Media: II. Experimental Evaluation with Tritium (3H2O)1 , 1977 .

[7]  Douglas M. Ruthven,et al.  Numerical simulation of a fixed‐bed adsorption column by the method of orthogonal collocation , 1983 .

[8]  Neil J. Hutzler,et al.  Transport of Organic Compounds With Saturated Groundwater Flow: Experimental Results , 1986 .

[9]  W. R. Gardner,et al.  Longitudinal and transverse dispersion coefficients in unsaturated plainfield sand , 1978 .

[10]  M. V. Genuchten,et al.  Mass transfer studies in sorbing porous media. I. Analytical solutions , 1976 .

[11]  P. J. Wierenga,et al.  Mass Transfer Studies in Sorbing Porous Media: III. Experimental Evaluation with 2,4,5-T 1 , 1977 .

[12]  P. V. Danckwerts Continuous flow systems , 1953 .

[13]  George F. Pinder,et al.  A Multiphase Approach to the Modeling of Porous Media Contamination by Organic Compounds: 2. Numerical Simulation , 1985 .

[14]  B. Finlayson Nonlinear analysis in chemical engineering , 1980 .

[15]  J. B. Rosen Kinetics of a Fixed Bed System for Solid Diffusion into Spherical Particles , 1952 .

[16]  F. De Smedt,et al.  Study of tracer movement through unsaturated sand , 1986 .

[17]  R. Summers,et al.  The influence of mass transfer on solute transport in column experiments with an aggregated soil , 1987 .

[18]  J. B. Rosen General Numerical Solution for Solid Diffusion in Fixed Beds , 1954 .

[19]  P. J. Wierenga,et al.  Solute Distribution Profiles Computed with Steady‐State and Transient Water Movement Models , 1977 .

[20]  M. Yavuz Corapcioglu,et al.  A compositional multiphase model for groundwater contamination by petroleum products: 2. Numerical solution , 1987 .

[21]  William A. Jury,et al.  Simulation of solute transport using a transfer function model , 1982 .

[22]  Terukatsu Miyauchi,et al.  Axial dispersion in packed beds , 1975 .

[23]  P. J. Wierenga,et al.  Solute Transfer Through Columns of Glass Beads , 1984 .

[24]  Rüdiger Lange,et al.  Mass transfer in trickle-bed reactors at low reynolds number , 1981 .

[25]  R. J. Millington,et al.  Gas Diffusion in Porous Media , 1959, Science.

[26]  N. Hutzler,et al.  Movement of Volatile Organic Chemicals in Soils , 1989 .

[27]  W. F. Spencer,et al.  Behavior Assessment Model for Trace Organics in Soil: I. Model Description , 2003 .

[28]  George F. Pinder,et al.  A Multiphase Approach to the Modeling of Porous Media Contamination by Organic Compounds: 1. Equation Development , 1985 .

[29]  M. Yavuz Corapcioglu,et al.  A compositional multiphase model for groundwater contamination by petroleum products: 1. Theoretical considerations , 1987 .

[30]  William A. Jury,et al.  Progress in unsaturated flow and transport modeling , 1987 .

[31]  Tony N. Rogers,et al.  Air-water partitioning coefficients of organics in dilute aqueous solutions , 1988 .

[32]  J. Letey,et al.  Models for Predicting Volatilization of Soil-Incorporated Pesticides1 , 1974 .

[33]  R. E. Jessup,et al.  EXPERIMENTAL AND THEORETICAL ASPECTS OF SOLUTE DIFFUSION IN SPHERICAL AND NONSPHERICAL AGGREGATES , 1982 .

[34]  R. E. Treybal Mass-Transfer Operations , 1955 .

[35]  Robert W. Gillham,et al.  Sorption nonideality during organic contaminant transport in porous media , 1989 .

[36]  R. Reid,et al.  The Properties of Gases and Liquids , 1977 .

[37]  K. Deshpande,et al.  Peclet Numbers and Retardation Factors for Ion Exchange Columns , 1964 .

[38]  Neil J. Hutzler,et al.  Transport of Organic Compounds With Saturated Groundwater Flow: Model Development and Parameter Sensitivity , 1986 .