Evaluating remedial alternatives for an acid mine drainage stream: application of a reactive transport model.

Environ Sci Technol

U.S. Geological Survey, Denver, Colorado 80225, USA.

Published: March 2002

AI Article Synopsis

  • A reactive transport model is used to analyze data from an acid mine drainage stream, focusing on the impacts of various chemical reactions and the behavior of metal concentrations in the water.
  • The model simulates conditions in a 3.5-km reach of the stream by predicting changes in pH and metal concentrations through processes like precipitation and sorption of metals onto iron oxides.
  • Two remediation plans involving the addition of CaCO3 to raise the stream pH from 2.4 to 7.0 are evaluated, both leading to reduced metal loads, but with differing impacts on dissolved lead concentrations due to variations in system saturation levels with iron oxides.

Article Abstract

A reactive transport model based on one-dimensional transport and equilibrium chemistry is applied to synoptic data from an acid mine drainage stream. Model inputs include streamflow estimates based on tracer dilution, inflow chemistry based on synoptic sampling, and equilibrium constants describing acid/base, complexation, precipitation/dissolution, and sorption reactions. The dominant features of observed spatial profiles in pH and metal concentration are reproduced along the 3.5-km study reach by simulating the precipitation of Fe(III) and Al solid phases and the sorption of Cu, As, and Pb onto freshly precipitated iron(III) oxides. Given this quantitative description of existing conditions, additional simulations are conducted to estimate the streamwater quality that could result from two hypothetical remediation plans. Both remediation plans involve the addition of CaCO3 to raise the pH of a small, acidic inflow from approximately 2.4 to approximately 7.0. This pH increase results in a reduced metal load that is routed downstream by the reactive transport model, thereby providing an estimate of post-remediation water quality. The first remediation plan assumes a closed system wherein inflow Fe(II) is not oxidized by the treatment system; under the second remediation plan, an open system is assumed, and Fe(II) is oxidized within the treatment system. Both plans increase instream pH and substantially reduce total and dissolved concentrations of Al, As, Cu, and Fe(II+III) at the terminus of the study reach. Dissolved Pb concentrations are reduced by approximately 18% under the first remediation plan due to sorption onto iron(III) oxides within the treatment system and stream channel. In contrast, iron(III) oxides are limiting under the second remediation plan, and removal of dissolved Pb occurs primarily within the treatment system. This limitation results in an increase in dissolved Pb concentrations over existing conditions as additional downstream sources of Pb are not attenuated by sorption.

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http://dx.doi.org/10.1021/es0109794DOI Listing

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