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In-situ determination of field-scale NAPL mass transfer coefficients: Performance, simulation and analysis.
Mobile, Michael; Widdowson, Mark; Stewart, Lloyd; Nyman, Jennifer; Deeb, Rula; Kavanaugh, Michael; Mercer, James; Gallagher, Daniel.
Afiliación
  • Mobile M; The Charles E. Via, Jr. Department of Civil & Environmental Engineering, 750 Drillfield, Virginia Tech, Blacksburg, VA 24061-0105, USA; GZA, GeoEnvironmental, Inc., Bedford, NH, USA.
  • Widdowson M; The Charles E. Via, Jr. Department of Civil & Environmental Engineering, 750 Drillfield, Virginia Tech, Blacksburg, VA 24061-0105, USA.
  • Stewart L; Praxis Environmental Technologies, Inc., Burlingame, CA, USA.
  • Nyman J; Geosyntec Consultants, Oakland, CA, USA.
  • Deeb R; Geosyntec Consultants, Oakland, CA, USA.
  • Kavanaugh M; Geosyntec Consultants, Oakland, CA, USA.
  • Mercer J; Tetra Tech, Sterling, VA, USA.
  • Gallagher D; The Charles E. Via, Jr. Department of Civil & Environmental Engineering, 750 Drillfield, Virginia Tech, Blacksburg, VA 24061-0105, USA.
J Contam Hydrol ; 187: 31-46, 2016 Apr.
Article en En | MEDLINE | ID: mdl-26855386
ABSTRACT
Better estimates of non-aqueous phase liquid (NAPL) mass, its persistence into the future, and the potential impact of source reduction are critical needs for determining the optimal path to clean up sites impacted by NAPLs. One impediment to constraining time estimates of source depletion is the uncertainty in the rate of mass transfer between NAPLs and groundwater. In this study, an innovative field test is demonstrated for the purpose of quantifying field-scale NAPL mass transfer coefficients (kl(N)) within a source zone of a fuel-contaminated site. Initial evaluation of the test concept using a numerical model revealed that the aqueous phase concentration response to the injection of clean groundwater within a source zone was a function of NAPL mass transfer. Under rate limited conditions, NAPL dissolution together with the injection flow rate and the radial distance to monitoring points directly controlled time of travel. Concentration responses observed in the field test were consistent with the hypothetical model results allowing field-scale NAPL mass transfer coefficients to be quantified. Site models for groundwater flow and solute transport were systematically calibrated and utilized for data analysis. Results show kl(N) for benzene varied from 0.022 to 0.60d(-1). Variability in results was attributed to a highly heterogeneous horizon consisting of layered media of varying physical properties.
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Texto completo: 1 Bases de datos: MEDLINE Asunto principal: Contaminantes del Agua / Hidrología País/Región como asunto: America do norte Idioma: En Revista: J Contam Hydrol Asunto de la revista: TOXICOLOGIA Año: 2016 Tipo del documento: Article País de afiliación: Estados Unidos

Texto completo: 1 Bases de datos: MEDLINE Asunto principal: Contaminantes del Agua / Hidrología País/Región como asunto: America do norte Idioma: En Revista: J Contam Hydrol Asunto de la revista: TOXICOLOGIA Año: 2016 Tipo del documento: Article País de afiliación: Estados Unidos