Assessment of Groundwater Quality Improvements and Mass Discharge Reductions at Five In Situ Electrical Resistance Heating Remediation Sites

Jennifer L. Triplett Kingston, Paul Dahlen, Paul C. Johnson

Research output: Contribution to journalArticlepeer-review

15 Scopus citations

Abstract

A recent study assessing the state-of-the-practice of in situ thermal remediation technologies (e.g., electrical resistive heating [ERH], conductive heating, steam-based heating, in situ large-diameter auger soil mixing with steam/hot air injection, and radio-frequency heating) identified 182 applications in the 1988 to 2007 period and summarized the geologic settings in which these technologies were applied, chemicals treated, design parameters, and operating conditions. That study concluded that documentation for less than 8% of those applications contained sufficient data to assess the effect remediation had on groundwater quality. Consequently, post-treatment data were collected at five ERH sites, with emphasis on assessing reductions in dissolved groundwater concentrations and mass discharge (mass flux) to the aquifer. For each site, dissolved groundwater concentrations and hydraulic conductivities were determined across a vertical transect oriented perpendicular to groundwater flow and at the downgradient edge of the treatment zone. Dissolved concentration and mass discharge reductions ranged from about less than 10× to 100×, with post-treatment groundwater concentrations ranging from about 10 1 to 10 4μg/L and mass discharges ranging from about 10 -1 to 10 2 kg/y. The primary factors differentiating sites with greater and lesser dissolved concentration and mass discharge reductions were the adequacy of pre-treatment source zone delineation, the extent to which the treatment zone encompassed the source zone, and the duration of treatment at the design operating temperature. The results suggest that ERH systems are capable of reducing groundwater concentrations to 10 to 100 μg/L levels and lower in some settings, but only if the source zone is adequately delineated and fully encompassed by the treatment system, and the treatment system is operated for a sufficiently long period of time.

Original languageEnglish (US)
Pages (from-to)41-51
Number of pages11
JournalGround Water Monitoring and Remediation
Volume32
Issue number3
DOIs
StatePublished - Jun 2012

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Water Science and Technology

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