Laboratory-scale experiments and numerical modeling of cosolvent flushing of multi-component NAPLs in saturated porous media

被引:26
作者
Agaoglu, Berken [1 ]
Scheytt, Traugott [1 ]
Copty, Nadim K. [2 ]
机构
[1] Berlin Inst Technol, Inst Appl Geosci, D-10587 Berlin, Germany
[2] Bogazici Univ, Inst Environm Sci, TR-34342 Istanbul, Turkey
关键词
Multicomponent NAPL; In-situ cosolvent flooding; Multiphase flow; Numerical model; UTCHEM; NONAQUEOUS PHASE LIQUID; SOURCE ZONE REMEDIATION; ALCOHOL FLOODING MODEL; DNAPL SOURCE ZONE; ENHANCED REMEDIATION; AQUIFER REMEDIATION; RECOVERY; REMOVAL; OPTIMIZATION; MOBILIZATION;
D O I
10.1016/j.jconhyd.2012.07.005
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This study examines the mechanistic processes governing multiphase flow of a water-cosolvent-NAPL system in saturated porous media. Laboratory batch and column flushing experiments were conducted to determine the equilibrium properties of pure NAPL and synthetically prepared NAPL mixtures as well as NAPL recovery mechanisms for different water-ethanol contents. The effect of contact time was investigated by considering different steady and intermittent flow velocities. A modified version of multiphase flow simulator (UTCHEM) was used to compare the multiphase model simulations with the column experiment results. The effect of employing different grid geometries (1D, 2D, 3D), heterogeneity and different initial NAPL saturation configurations was also examined in the model. It is shown that the change in velocity affects the mass transfer rate between phases as well as the ultimate NAPL recovery percentage. The experiments with low flow rate flushing of pure NAPL and the 3D UTCHEM simulations gave similar effluent concentrations and NAPL cumulative recoveries. Model simulations over-estimated NAPL recovery for high specific discharges and rate-limited mass transfer, suggesting a constant mass transfer coefficient for the entire flushing experiment may not be valid. When multi-component NAPLs are present, the dissolution rate of individual organic compounds (namely, toluene and benzene) into the ethanol-water flushing solution is found not to correlate with their equilibrium solubility values. (C) 2012 Elsevier B.V. All rights reserved.
引用
收藏
页码:80 / 94
页数:15
相关论文
共 56 条
[31]   Removal of pooled dense, nonaqueous phase liquid from saturated porous media using upward gradient alcohol floods [J].
Lunn, SRD ;
Kueper, BH .
WATER RESOURCES RESEARCH, 1997, 33 (10) :2207-2219
[32]   Manipulation of density and viscosity for the optimization of DNAPL recovery by alcohol flooding [J].
Lunn, SRD ;
Kueper, BH .
JOURNAL OF CONTAMINANT HYDROLOGY, 1999, 38 (04) :427-445
[33]   THE TURNING BANDS METHOD FOR SIMULATION OF RANDOM-FIELDS USING LINE GENERATION BY A SPECTRAL METHOD [J].
MANTOGLOU, A ;
WILSON, JL .
WATER RESOURCES RESEARCH, 1982, 18 (05) :1379-1394
[34]   Aquifer washing by micellar solutions: 1 Optimization of alcohol-surfactant-solvent solutions [J].
Martel, R ;
Gelinas, PJ ;
Desnoyers, JE .
JOURNAL OF CONTAMINANT HYDROLOGY, 1998, 29 (04) :319-346
[35]  
Mondain-Monval P., 1940, B SOC CHIM FR MEM, V7, P240
[36]   Role of NAPL Thermal Properties in the Effectiveness of Hot Water Flooding [J].
O'Carroll, Denis M. ;
Sleep, Brent E. .
TRANSPORT IN POROUS MEDIA, 2009, 79 (03) :393-405
[37]   A review of multidimensional, multifluid intermediate-scale experiments: Nonaqueous phase liquid dissolution and enhanced remediation [J].
Oostrom, M. ;
Dane, J. H. ;
Wietsma, T. W. .
VADOSE ZONE JOURNAL, 2006, 5 (02) :570-598
[38]  
Pankow J.F., 1996, DENSE CHLORINATED SO
[39]   Influence of viscous and buoyancy forces on the mobilization of residual tetrachloroethylene during surfactant flushing [J].
Pennell, KD ;
Pope, GA ;
Abriola, LM .
ENVIRONMENTAL SCIENCE & TECHNOLOGY, 1996, 30 (04) :1328-1335
[40]   SURFACTANT-ENHANCED SOLUBILIZATION OF RESIDUAL DODECANE IN SOIL COLUMNS .1. EXPERIMENTAL INVESTIGATION [J].
PENNELL, KD ;
ABRIOLA, LM ;
WEBER, WJ .
ENVIRONMENTAL SCIENCE & TECHNOLOGY, 1993, 27 (12) :2332-2340