NAPL pool dissolution in stratified and anisotropic porous formations

被引:31
作者
Lee, KY [1 ]
Chrysikopoulos, CV [1 ]
机构
[1] Univ Calif Irvine, Dept Civil & Environm Engn, Irvine, CA 92697 USA
来源
JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE | 1998年 / 124卷 / 09期
关键词
D O I
10.1061/(ASCE)0733-9372(1998)124:9(851)
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A two-dimensional numerical model is developed to study contaminant transport resulting from the dissolution of single- and multicomponent dense nonaqueous-phase liquid (DNAPL) pools in heterogeneous porous media. The aqueous-phase concentration of each dissolved component is assumed to undergo first-order decay as well as sorb under local equilibrium conditions. Pool shrinkage is accounted for by modeling the progressive reduction of the DNAPL pool surface area as a time-dependent boundary. Multicomponent pool dissolution is modeled using an effective solubility (or equilibrium aqueous solubility) relationship, where the nonaqueous-phase activity coefficient for each constituent is evaluated at each and every time step. Subsurface heterogeneities are depicted by an ideally stratified porous formation and by a statistically anisotropic aquifer. In the stratified formation, a multicomponent DNAPL pool is assumed to be formed at the interface between a sand layer and a clay layer, where DNAPL dissolution occurs simultaneously in both strata. The ground-water velocity inside the sand stratum is uniform in the longitudinal direction whereas the interstitial liquid in the aquitard is stagnant. In the statistically anisotropic aquifer, a single-component DNAPL pool is assumed to be formed on top of an impermeable bedrock, where DNAPL dissolution occurs in the aquifer only. Results from several model simulations indicate that dissolved contaminant concentrations in aquifers are reduced significantly in the presence of aquitards, and most importantly, the transfer of dissolved contaminants along the pool-water interface is slower within statistically anisotropic than within homogeneous aquifers.
引用
收藏
页码:851 / 862
页数:12
相关论文
共 39 条
[11]   NONREACTIVE AND REACTIVE SOLUTE TRANSPORT IN 3-DIMENSIONAL HETEROGENEOUS POROUS-MEDIA - MEAN DISPLACEMENT, PLUME SPREADING, AND UNCERTAINTY [J].
BURR, DT ;
SUDICKY, EA ;
NAFF, RL .
WATER RESOURCES RESEARCH, 1994, 30 (03) :791-815
[12]   Contaminant transport resulting from multicomponent nonaqueous phase liquid pool dissolution in three-dimensional subsurface formations [J].
Chrysikopoulos, CV ;
Lee, KY .
JOURNAL OF CONTAMINANT HYDROLOGY, 1998, 31 (1-2) :1-21
[13]   MODELING OF CONTAMINANT TRANSPORT RESULTING FROM DISSOLUTION OF NONAQUEOUS PHASE LIQUID POOLS IN SATURATED POROUS-MEDIA [J].
CHRYSIKOPOULOS, CV ;
VOUDRIAS, EA ;
FYRILLAS, MM .
TRANSPORT IN POROUS MEDIA, 1994, 16 (02) :125-145
[15]  
de Marsily G., 1986, QUANTITATIVE HYDROGE
[16]  
Fredenslund A., 1977, VAPOR LIQUID EQUILIB
[17]   STOCHASTIC-CONCEPTUAL ANALYSIS OF ONE-DIMENSIONAL GROUNDWATER FLOW IN NONUNIFORM HOMOGENEOUS MEDIA [J].
FREEZE, RA .
WATER RESOURCES RESEARCH, 1975, 11 (05) :725-741
[18]  
Gelhar L.W., 1993, Stochastic subsurface hydrology
[19]   3-DIMENSIONAL STOCHASTIC-ANALYSIS OF MACRODISPERSION IN AQUIFERS [J].
GELHAR, LW ;
AXNESS, CL .
WATER RESOURCES RESEARCH, 1983, 19 (01) :161-180
[20]   PECLET NUMBERS + RETARDATION FACTORS FOR ION EXCHANGE COLUMNS [J].
HASHIMOTO, I ;
THOMAS, HC ;
DESHPANDE, KB .
INDUSTRIAL & ENGINEERING CHEMISTRY FUNDAMENTALS, 1964, 3 (03) :213-&