4.5 Article

Assessing the Cr(VI) reduction efficiency of a permeable reactive barrier using Cr isotope measurements and 2D reactive transport modeling

Journal

JOURNAL OF CONTAMINANT HYDROLOGY
Volume 131, Issue 1-4, Pages 54-63

Publisher

ELSEVIER
DOI: 10.1016/j.jconhyd.2012.01.007

Keywords

Permeable reactive barrier (PRB); Stable Cr isotopes; Tracking of Cr(VI) reduction; Reactive transport modeling

Funding

  1. Geotest AG
  2. Schenker Korner Partner GmbH
  3. German Research Foundation (DFG) [SCHO1071/3-1]

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In Thun, Switzerland, a permeable reactive barrier (PRO) for Cr(VI) reduction by gray cast iron was installed in May 2008. The PRO is composed of a double array of vertical piles containing iron shavings and gravel. The aquifer in Thun is almost saturated with dissolved oxygen and the groundwater flow velocities are ca. 10-15 m/day. Two years after PRB installation Cr(VI) concentrations still permanently exceed the Swiss threshold value for contaminated sites downstream of the barrier at selected localities. Groundwater delta Cr-53/52(SRM979) measurements were used to track Cr(VI) reduction induced by the PRB. delta Cr-53/52(SRM979) values of two samples downstream of the PRO showed a clear fractionation towards more positive values compared to four samples from the hotspot, which is clear evidence of Cr(VI) reduction induced by the PRB. Another downstream sample did not show a shift to more positive delta Cr-53/52(SRM979) values. Because this latter location correlates with the highest downstream Cr(VI) concentration it is proposed that a part of the Cr(VI) plume is bypassing the barrier. Using a Rayleigh fractionation model a minimum present-day overall Cr(VI) reduction efficiency of ca. 15% was estimated. A series of 20 model simulations, including the fractionation of Cr isotopes, confirm that only a PRB bypass of parts of the Cr(VI) plume can lead to the observed values. Additionally, the simulations revealed that the proposed bypass occurs due to an insufficient permeability of the individual PRO piles. It is concluded that with this type of PRO a complete and long-lasting Cr(VI) reduction is extremely difficult to achieve for Cr(VI) contaminations located in nearly oxygen and calcium carbonate saturated aquifer in a regime of high groundwater velocities. Additional remediation action would limit the environmental impact and allow to reach target concentrations. (C) 2012 Elsevier B.V. All rights reserved.

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