Effect of colloids on volatile contaminant transport and air-water partitioning in unsaturated porous media

被引:11
作者
Choi, H [1 ]
Corapcioglu, MY [1 ]
机构
[1] TEXAS A&M UNIV,DEPT CIVIL ENGN,COLLEGE STN,TX 77843
关键词
D O I
10.1029/97WR02229
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The presence of mobile colloids in subsurface environments can enhance subsurface contaminant migration by reducing retardation effects. We developed a mathematical model based on mass balance equations to describe the transport and fate of colloidal particles and a volatile contaminant in an unsaturated porous medium. When colloids are present in an unsaturated medium, the system representation include four phases: an aqueous phase, a carrier phase, a stationary solid matrix phase, and the air phase. Colloidal mass transfer between the aqueous and solid matrix phases and between the aqueous phase and the air-water interface, and the contaminant mass transfer between aqueous and colloidal phases and between the aqueous phase and the air-water interface are represented by kinetic expressions. Nondimensionalized governing equations are solved to analyze colloid and contaminant transport in an unsaturated column. A sensitivity analysis of the transport model was utilized to assess the effects of several parameters on model behavior. Results show that the effect of colloids on a volatile contaminant transport is highly dependent on the properties of the contaminant and the colloidal surfaces. The presence of an air-water interface retards the volatile contaminant migration because of mass transfer rate across the air-water interface, offsetting the facilitating effect of colloids. We tested the effects of varying Henry's constant and the contaminant mass transfer across the air-water interface. The equilibrium assumption for the contaminant mass transfer across the air-water interface may be valid for volatile contaminants with dimensionless Henry's constants less than one. As Henry's constant increases, the contaminant mass transferred across the air-water interface is approximately 20% larger at 46% air saturation than at 15% air saturation because of a larger volume of air. At 15% air saturation, air phase contaminant reaches the equilibrium concentration at about 18 pore volumes with a large dimensionless Henry's constant (H+ = 10). However, at 46% air saturation, it takes over 20 pore volumes to reach the equilibrium concentration, even with a smaller Henry's constant(H+ = 1).
引用
收藏
页码:2447 / 2457
页数:11
相关论文
共 26 条
[1]  
[Anonymous], SPE RESERV ENG
[2]   NONEQUILIBRIUM MASS-TRANSFER BETWEEN THE VAPOR, AQUEOUS, AND SOLID-PHASES IN UNSATURATED SOILS DURING VAPOR EXTRACTION [J].
ARMSTRONG, JE ;
FRIND, EO ;
MCCLELLAN, RD .
WATER RESOURCES RESEARCH, 1994, 30 (02) :355-368
[3]   DIRECT COMPARISON OF KINETIC AND LOCAL EQUILIBRIUM FORMULATIONS FOR SOLUTE TRANSPORT AFFECTED BY SURFACE-REACTIONS [J].
BAHR, JM ;
RUBIN, J .
WATER RESOURCES RESEARCH, 1987, 23 (03) :438-452
[5]   SIMULATING THE VOLATILIZATION OF SOLVENTS IN UNSATURATED SOILS DURING LABORATORY AND FIELD INFILTRATION EXPERIMENTS [J].
CHO, HJ ;
JAFFE, PR ;
SMITH, JA .
WATER RESOURCES RESEARCH, 1993, 29 (10) :3329-3342
[6]   Transport of a non-volatile contaminant in unsaturated porous media in the presence of colloids [J].
Choi, HC ;
Corapcioglu, MY .
JOURNAL OF CONTAMINANT HYDROLOGY, 1997, 25 (3-4) :299-324
[7]   DIMENSIONAL ANALYSIS OF COLLOID-FACILITATED GROUND-WATER CONTAMINANT TRANSPORT [J].
Corapcioglu, M. Yavuz ;
Jiang, Shiyan .
JOURNAL OF HYDROLOGIC ENGINEERING, 1996, 1 (04) :139-143
[8]   Modeling colloid transport in unsaturated porous media and validation with laboratory column data [J].
Corapcioglu, MY ;
Choi, H .
WATER RESOURCES RESEARCH, 1996, 32 (12) :3437-3449
[9]   MODELING FACILITATED CONTAMINANT TRANSPORT BY MOBILE BACTERIA [J].
CORAPCIOGLU, MY ;
KIM, SH .
WATER RESOURCES RESEARCH, 1995, 31 (11) :2639-2647
[10]   A COMPOSITIONAL MULTIPHASE MODEL FOR GROUNDWATER CONTAMINATION BY PETROLEUM-PRODUCTS .1. THEORETICAL CONSIDERATIONS [J].
CORAPCIOGLU, MY ;
BAEHR, AL .
WATER RESOURCES RESEARCH, 1987, 23 (01) :191-200