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Karathanasis, A. D., & Barton, C. D. (1999). The revival of a failed constructed wetland treating a high Fe load AMD. In K. S. Sajwan, A. K. Alva, & R. F. Keefer (Eds.), Proceedings; biogeochemistry of trace elements in coal and coal combustion byproducts. New York: Kluwer Academic/Plenum Publishers.
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Robbins, E. I., Cravotta, C. A., Savela, C. E., & Nord, G. L. (1999). Hydrobiogeochemical Interactions in 'anoxic' Limestone Drains for Neutralization of Acidic Mine Drainage. Fuel, 78(2), 259–270.
Abstract: Processes affecting neutralization of acidic coal mine drainage were evaluated within 'anoxic' limestone drains (ALDs). Influents had pH less than or equal to 3.5 and dissolved oxygen < 2 mg/l. Even though effluents were near neutral (pH > 6 and alkalinity > acidity), two of the four ALDs were failing due to clogging. Mineral-saturation indices indicated the potential for dissolution of calcite and gypsum, and precipitation of Al3+ and Fe3+ compounds. Cleavage mounts of calcite and gypsum that were suspended within the ALDs and later examined microscopically showed dissolution features despite coatings by numerous bacteria, biofilms, and Fe-Al-Si precipitates. In the drain exhibiting the greatest flow reduction, Al-hydroxysulfates had accumulated onlimestone surfaces and calcite etch points, thus causing the decline in transmissivity and dissolution. Therefore, where Al loadings are high and flow rates are low, a pre-treatment step is indicated to promote Al removal before diverting acidic mine water into alkalinity-producing materials. Published by Elsevier Science Ltd.
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Ordónez, A., Loredo, J., & Pendás, F. (1999). (R. Fernández Rubio, Ed.). Mine, Water & Environment. Ii: International Mine Water Association.
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Skousen, J. (1997). Overview of passive systems for treating acid mine drainage. Green Lands, 27(4), 34–43.
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Cox, M. R., & Peterson, G. L. (1997). The effectiveness of in-situ limestone treatment of acid mine drainage Association of Engineering Geologists program with abstracts, 40th annual meeting; Converging at Cascadia. In Annual Meeting – Association of Engineering Geologists, vol.40 (93).
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