Design of aquifer remediation systems: (1) Describing hydraulic structure and NAPL architecture using tracers

被引:16
作者
Enfield, CG [1 ]
Wood, AL
Espinoza, FP
Brooks, MC
Annable, M
Rao, PSC
机构
[1] US EPA, Natl Risk Management Res Lab, Off Res & Dev, Cincinnati, OH 45268 USA
[2] US EPA, Off Res & Dev, Natl Risk Management Res Lab, NRMRL, Ada, OK 74820 USA
[3] US EPA, Natl Res Council, Cincinnati, OH 45268 USA
[4] Univ Florida, Inter Disciplinary Program Hydrol Sci, Gainesville, FL 32611 USA
[5] Purdue Univ, Sch Civil Engn, W Lafayette, IN 47907 USA
关键词
inversion; stochastic; streamtubel; Lagrangian; model; partitioning;
D O I
10.1016/j.jconhyd.2005.08.003
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Aquifer heterogeneity (structure) and NAPL distribution (architecture) are described based on tracer data. An inverse modelling approach that estimates the hydraulic structure and NAPL architecture based on a Lagrangian stochastic model where the hydraulic structure is described by one or more populations of lognormally distributed travel times and the NAPL architecture is selected from eight possible assumed distributions. Optimization of the model parameters for each tested realization is based on the minimization of the sum of the square residuals between the log of measured tracer data and model predictions for the same temporal observation. For a given NAPL architecture the error is reduced with each added population. Model selection was based on a fitness which penalized models for increasing complexity. The technique is demonstrated under a range of hydrologic and contaminant settings using data from three small field-scale tracer tests: the first implementation at an LNAPL site using a line-drive flow pattern, the second at a DNAPL site with an inverted five-spot flow pattern, and the third at the same DNAPL site using a vertical circulation flow pattern. The Lagrangian model was capable of accurately duplicating experimentally derived tracer breakthrough curves, with a correlation coefficient of 0.97 or better. Furthermore, the model estimate of the NAPL volume is similar to the estimates based on moment analysis of field data. (c) 2005 Elsevier B.V. All rights reserved.
引用
收藏
页码:125 / 147
页数:23
相关论文
共 54 条
[1]  
ABRAMOWITZ M, 1972, NATL BUREAU STANDARD, V55
[2]  
Abriola LM, 2002, IAHS-AISH P, P303
[3]   SURFACTANT-ENHANCED SOLUBILIZATION OF RESIDUAL DODECANE IN SOIL COLUMNS .2. MATHEMATICAL-MODELING [J].
ABRIOLA, LM ;
DEKKER, TJ ;
PENNELL, KD .
ENVIRONMENTAL SCIENCE & TECHNOLOGY, 1993, 27 (12) :2341-2351
[4]  
ABRIOLA LM, 2001, GROUNDWATER QUALITY, P6
[5]  
ABRIOLA LM, 1992, TR101018 EL POW RES
[6]   DISSOLUTION OF DENSE CHLORINATED SOLVENTS INTO GROUND-WATER .1. DISSOLUTION FROM A WELL-DEFINED RESIDUAL SOURCE [J].
ANDERSON, MR ;
JOHNSON, RL ;
PANKOW, JF .
GROUND WATER, 1992, 30 (02) :250-256
[7]   Partitioning tracers for measuring residual NAPL: Field-scale test results [J].
Annable, MD ;
Rao, PSC ;
Hatfield, K ;
Graham, WD ;
Wood, AL ;
Enfield, CG .
JOURNAL OF ENVIRONMENTAL ENGINEERING, 1998, 124 (06) :498-503
[8]  
ANNABLE MD, 1994, P 2 TRAC WORKSH U TE, P77
[9]  
[Anonymous], 1989, GENETIC ALGORITHM SE
[10]   Temporal moments of a tracer pulse in a perfectly parallel flow system [J].
Bardsley, WE .
ADVANCES IN WATER RESOURCES, 2003, 26 (06) :599-607