Experimental and Numerical Investigation of Soil Vapor Extraction

In recent years soil vapor extraction (SVE) has been used extensively to remove volatile organic compounds (VOCs) from the vadose zone. In order to investigate processes limiting the removal of VOCs during the later stages of SVE operations, multicomponent soil-venting experiments were performed at different water contents in a sand tank (80 × 66 × 5 cm) in the absence of a liquid organic phase. Four chlorinated VOCs were used as the model compounds. A homogeneous packing of quartz sand was used as the model soil. Gas phase concentrations were measured at several locations with different water saturations during each experiment. The compounds did not adsorb onto the sand. Volatilization was the key process for VOC removal. Gas concentrations decreased more slowly at locations with high water saturation and for compounds having a small Henry's law constant. Gas concentrations observed for experiments conducted at low water content were found to be a function of dimensionless time. Tailing in gas concentration distributions at large dimensionless times was attributed solely to diffusion in interparticle water and suggested that local nonequilibrium conditions prevailed. This hypothesis was supported by numerical simulations based on the local equilibrium assumption (LEA) and a first-order kinetics approach. For the experiments conducted at low water saturations the LEA was valid only for small dimensionless times. Tailing in the gas concentration distributions could then be described quite well by means of a first-order kinetic approach using calibrated mass transfer coefficients.

[1]  T. Vogel,et al.  RATE OF ABIOTIC FORMATION OF 1,1-DICHLOROETHYLENE FROM 1,1,1-TRICHLOROETHANE IN GROUNDWATER , 1987 .

[2]  R. E. Jessup,et al.  Experimental and mathematical description of nonadsorbed solute transfer by diffusion in spherical aggregates. , 1980 .

[3]  A. L. Horvath Halogenated Hydrocarbons: Solubility-Miscibility with Water , 1982 .

[4]  Wendell L. Dilling,et al.  Interphase transfer processes. II. Evaporation rates of chloro methanes, ethanes, ethylenes, propanes, and propylenes from dilute aqueous solutions. Comparisons with theoretical predictions , 1977 .

[5]  Curtis C. Travis,et al.  Vapor extraction of organics from subsurface soils is it effective , 1992 .

[6]  Bernard H. Kueper,et al.  Experimental observations of multiphase flow in heterogeneous porous media , 1989 .

[7]  C. T. Chiou,et al.  Soil sorption of organic vapors and effects of humidity on sorptive mechanism and capacity. , 1985, Environmental science & technology.

[8]  D. W. Pollock,et al.  Gas transport in unsaturated zones: Multicomponent systems and the adequacy of Fick's laws , 1989 .

[9]  J. Gossett,et al.  The Determination of Henry’s Constant for Volatile Organics by Equilibrium Partitioning in Closed Systems , 1984 .

[10]  Emil O. Frind,et al.  Nonequilibrium mass transfer between the vapor, aqueous, and solid phases in unsaturated soils during vapor extraction , 1994 .

[11]  T. Williams Handbook of chemistry and physics, 70th Ed: Edited by Robert C. Weast. Pp. 2500. Wolfe Medical Publications Ltd, London. 1989. £73.00 , 1990 .

[12]  Bernard H. Kueper,et al.  A field experiment to study the behavior of tetrachloroethylene in unsaturated porous media , 1992 .

[13]  Feike J. Leij,et al.  Analysis of Measured, Predicted, and Estimated Hydraulic Conductivity Using the RETC Computer Program , 1992 .

[14]  Neil J. Hutzler,et al.  VAPOR TRANSPORT IN UNSATURATED SOIL COLUMNS : IMPLICATIONS FOR VAPOR EXTRACTION , 1992 .

[15]  A. Jennings,et al.  Instantaneous equilibrium approximation analysis , 1984 .

[16]  D. Stonestrom,et al.  Air permeability and trapped‐air content in two soils , 1989 .

[17]  A. Valocchi,et al.  Constraints on the Validity of Equilibrium and First-Order Kinetic Transport Models in Structured Soils , 1986 .

[18]  Martin Reinhard,et al.  Desorption of trichloroethylene in aquifer material : rate limitation at the grain scale , 1993 .

[19]  W. Shiu,et al.  A critical review of Henry’s law constants for chemicals of environmental interest , 1981 .

[20]  J. Gossett Measurement of Henry's law constants for C1 and C2 chlorinated hydrocarbons , 1987 .

[21]  Vijay K. Dhir,et al.  Modeling of Soil Venting Processes to Remediate Unsaturated Soils , 1992 .

[22]  Albert J. Valocchi,et al.  Validity of the local equilibrium assumption for modeling sorbing solute transport through homogeneous soils , 1985 .

[23]  G. Damköhler,et al.  Einflüsse der Strömung, Diffusion und des Wärmeüberganges auf die Leistung von Reaktionsöfen , 1938 .

[24]  L. W. Lion,et al.  Evaluation of sorptive partitioning of nonionic pollutants in closed systems by headspace analysis. , 1985, Environmental science & technology.

[25]  P. Roberts,et al.  Air‐Water Phase Equilibria of Volatile Organic Solutes , 1987 .

[26]  T. Patzek,et al.  MODELING OF MULTIPHASE TRANSPORT OF MULTICOMPONENT ORGANIC CONTAMINANTS AND HEAT IN THE SUBSURFACE : NUMERICAL MODEL FORMULATION , 1993 .

[27]  J. Massmann Applying groundwater flow models in vapor extraction system design , 1989 .

[28]  George E. Hoag,et al.  Removing volatile contaminants from the unsaturated zone by inducing advective air-phase transport , 1989 .

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

[30]  Van Genuchten,et al.  A closed-form equation for predicting the hydraulic conductivity of unsaturated soils , 1980 .

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

[32]  E. Frind,et al.  Advective-dispersive transport of dense organic vapors in the unsaturated zone 1 , 1990 .

[33]  J. Pankow,et al.  Dense chlorinated solvents in porous and fractured media : model experiments , 1988 .

[34]  Walter Hayduk,et al.  Prediction of diffusion coefficients for nonelectrolytes in dilute aqueous solutions , 1974 .

[35]  Paul C. Johnson,et al.  A Practical Approach to the Design, Operation, and Monitoring of In Situ Soil‐Venting Systems , 1990 .

[36]  Y. Mualem A New Model for Predicting the Hydraulic Conductivity , 1976 .

[37]  J. Bahr,et al.  Direct comparison of kinetic and local equilibrium formulations for solute transport affected by surface reactions , 1987 .

[38]  David B. McWhorter,et al.  Unsteady radial flow of gas in the vadose zone , 1990 .

[39]  Say Kee Ong,et al.  Mechanisms for Trichloroethylene Vapor Sorption onto Soil Minerals , 1991 .

[40]  H. M. Leismann,et al.  A Quick Algorithm for the Dead-End Pore Concept for Modeling Large-Scale Propagation Processes in Groundwater , 1988 .

[41]  D. R. Nielsen,et al.  A consistent set of parametric models for the two‐phase flow of immiscible fluids in the subsurface , 1989 .

[42]  F. Stauffer,et al.  Experimental and numerical study of water and solute infiltration in layered porous media , 1986 .

[43]  G. Klečka,et al.  Biological transformations of 1,1,1-trichloroethane in subsurface soils and ground water , 1990 .

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