Contaminant transport resulting from multicomponent nonaqueous phase liquid pool dissolution in three-dimensional subsurface formations

被引:47
作者
Chrysikopoulos, CV [1 ]
Lee, KY [1 ]
机构
[1] Univ Calif Irvine, Dept Civil & Environm Engn, Irvine, CA 92697 USA
关键词
D O I
10.1016/S0169-7722(97)00053-3
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A semi-analytical method for simulating transient contaminant transport originating from the dissolution of multicomponent nonaqueous phase liquid (NAPL) pools in three-dimensional, saturated, homogeneous porous media is presented. Each dissolved component may undergo first-order decay and may sorb under local equilibrium conditions. The NAPL pool dissolution process is envisioned to occur in a series of consecutive short intervals (pulses), The mole fraction, nonaqueous phase activity coefficient and aqueous solubility of every pool constituent are estimated before the initiation of each pulse, and they are assumed to remain constant for the duration of each interval. Individual component aqueous phase concentrations resulting from each dissolution interval are estimated by existing analytical solutions applicable to single component NAPL pools, and total concentration distributions of the same component are obtained by direct superposition. The semi-analytical method is more efficient and less computationally demanding than a finite-difference approximation. Furthermore, it is shown that neglecting the changes in nonaqueous phase activity coefficients that occur during multicomponent NAPL pool dissolution may result in erroneous predictions. The model presented in this work is useful for the design and interpretation of experiments in laboratory bench scale aquifers, certain homogeneous subsurface formations, and for the verification of complex numerical codes. (C) 1998 Elsevier Science B.V.
引用
收藏
页码:1 / 21
页数:21
相关论文
共 47 条
[21]  
HUNT B, 1978, J HYDR ENG DIV-ASCE, V104, P75
[22]   AN EXPERIMENTAL-STUDY OF COMPLETE DISSOLUTION OF A NONAQUEOUS PHASE LIQUID IN SATURATED POROUS-MEDIA [J].
IMHOFF, PT ;
JAFFE, PR ;
PINDER, GF .
WATER RESOURCES RESEARCH, 1994, 30 (02) :307-320
[23]  
Incropera F.P., 1990, FUNDAMENTALS HEAT MA
[24]   DISSOLUTION OF DENSE CHLORINATED SOLVENTS INTO GROUNDWATER .2. SOURCE FUNCTIONS FOR POOLS OF SOLVENT [J].
JOHNSON, RL ;
PANKOW, JF .
ENVIRONMENTAL SCIENCE & TECHNOLOGY, 1992, 26 (05) :896-901
[25]   UNIFAC prediction of aqueous and nonaqueous solubilities of chemicals with environmental interest [J].
Kan, AT ;
Tomson, MB .
ENVIRONMENTAL SCIENCE & TECHNOLOGY, 1996, 30 (04) :1369-1376
[26]   NUMERICAL MODELING OF 3-DIMENSIONAL CONTAMINANT MIGRATION FROM DISSOLUTION OF MULTICOMPONENT NAPL POOLS IN SATURATED POROUS-MEDIA [J].
LEE, KY ;
CHRYSIKOPOULOS, CV .
ENVIRONMENTAL GEOLOGY, 1995, 26 (03) :157-165
[27]   ANALYTICAL SOLUTIONS FOR SOLUTE TRANSPORT IN 3-DIMENSIONAL SEMI-INFINITE POROUS-MEDIA [J].
LEIJ, FJ ;
SKAGGS, TH ;
VANGENUCHTEN, MT .
WATER RESOURCES RESEARCH, 1991, 27 (10) :2719-2733
[28]   ANALYTICAL SOLUTIONS FOR NONEQUILIBRIUM SOLUTE TRANSPORT IN 3-DIMENSIONAL POROUS-MEDIA [J].
LEIJ, FJ ;
TORIDE, N ;
VANGENUCHTEN, MT .
JOURNAL OF HYDROLOGY, 1993, 151 (2-4) :193-228
[29]   EXPERIMENTAL-OBSERVATIONS OF NONAQUEOUS-PHASE LIQUID SUBSURFACE MOVEMENT [J].
LENHARD, RJ ;
JOHNSON, TG ;
PARKER, JC .
JOURNAL OF CONTAMINANT HYDROLOGY, 1993, 12 (1-2) :79-101
[30]   Controlling transport processes during NAPL removal by soil venting [J].
Lingineni, S ;
Dhir, VK .
ADVANCES IN WATER RESOURCES, 1997, 20 (2-3) :157-169