Modeling Active Capping Efficacy. 1. Metal and Organometal Contaminated Sediment Remediation

被引:37
作者
Viana, Priscilla Z. [1 ]
Yin, Ke [1 ]
Rockne, Karl J. [1 ]
机构
[1] Univ Illinois, Dept Civil & Mat Engn, Chicago, IL 60680 USA
基金
美国国家科学基金会;
关键词
D O I
10.1021/es800942t
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Cd, Cr, Pb, Ag, As, Ba, Hg, CH3Hg, and CN transport through sand, granular activated carbon (GAC), organoclay, shredded tires, and apatite caps was modeled by deterministic and Monte Carlo methods. Time to 10% breakthrough, 30 and 100 yr cumulative release were metrics of effectiveness. Effective caps prevented above-cap concentrations from exceeding USEPA acute criteria at 100 yr assuming below-cap concentrations at solubility. Sand caps performed best under diffusion due to the greater diffusive path length. Apatite had the best advective performance for Cd, Cr, and Pb. Organoclay performed best for Ag, As, Ba, CH3Hg, and CN. Organoclay and apatite were equally effective for Hg. Monte Carlo analysis was used to determine output sensitivity. Sand was effective under diffusion for Cr within the 50% confidence interval (Cl), for Cd and Pb (75% Cl), and for As, Hg, and CH3Hg (95% Cl). Under diffusion and advection, apatite was effective for Cd, Pb, and Hg (75% Cl) and organoclay was effective for Hg and CH3Hg (50% Cl). GAC and shredded tires performed relatively poorly. Although no single cap is a panacea, apatite and organoclay have the broadest range of effectiveness. Cap performance is most sensitive to the partitioning coefficient and hydraulic conductivity, indicating the importance of accurate site-specific measurement for these parameters.
引用
收藏
页码:8922 / 8929
页数:8
相关论文
共 50 条
[1]   Adsorption, desorption and bioregeneration in the treatment of 2-chlorophenol with activated carbon [J].
Aktas, Ozgur ;
Cecen, Ferhan .
JOURNAL OF HAZARDOUS MATERIALS, 2007, 141 (03) :769-777
[2]  
ALTHER GR, 2007, 17 ANN AEHS M W COAS, P12
[3]  
Alvarez PJJ, 2006, ENVIR SC T, P1
[4]   Granular activated carbon (GAC) adsorption-photocatalysis hybrid system in the removal of herbicide from water [J].
Areerachakul, N. ;
Vigneswaran, S. ;
Ngo, H. H. ;
Kandasamy, J. .
SEPARATION AND PURIFICATION TECHNOLOGY, 2007, 55 (02) :206-211
[5]   Environmental monitoring of remedial dredging at the New Bedford Harbor, MA, Superfund site [J].
Bergen, BJ ;
Nelson, WG ;
Mackay, J ;
Dickerson, D ;
Jayaraman, S .
ENVIRONMENTAL MONITORING AND ASSESSMENT, 2005, 111 (1-3) :257-275
[6]   Design of highway embankments using tire chips [J].
Bosscher, PJ ;
Edil, TB ;
Kuraoka, S .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 1997, 123 (04) :295-304
[7]  
BOSTICK WD, 2003, DEAD2601NT41306 MAT
[8]  
*CETCO, 2005, SED REM TECHN TECHN
[9]  
Chapuis RP, 2004, CAN GEOTECH J, V41, P787, DOI [10.1139/t04-022, 10.1139/T04-022]
[10]  
Charbeneau R.J., 2000, Groundwater hydraulics and pollutant transport