|
Rees, B., Bowell, R., Dey, M., & Williams, K. (2001). Passive treatment; a walk away solution? Mining Environmental Management, 9(2), 7–8.
|
|
Kuyucak, N. (2001). Acid mining drainage prevention and control. Mining Environmental Management, 9(1), 12–15.
|
|
Kuyucak, N. (2001). Acid mine drainage; treatment options for mining effluents. Mining Environmental Management, 9(2), 12–15.
|
Govind, R. (2001). Treatment of acid mine drainage using membrane bioreactors. Bioremediation of Inorganic Compounds, 6(9), 1–8.
Abstract: Acid mine drainage is a severe water pollution problem attributed to past mining activities. The exposure of the post-mining mineral residuals to water and air results in a series of chemical and biological oxidation reactions, that produce an effluent which is highly acidic and contains high concentrations of various metal sulfates. Several treatment techniques utilizing sulfate reducing bacteria have been proposed in the past; however few of them have been practically applied to treat acid mine drainage. This research deals with membrane reactor studies to treat the acid mine drainage water from Berkeley Pit in Butte, Montana using hydrogen-consuming sulfate reducing bacteria. Eventually, the membrane reactor system can be applied towards the treatment of acid mine drainage to produce usable water.
|
Dempsey, B. A., & Jeon, B. - H. (2001). Characteristics of sludge produced from passive treatment of mine drainage. Geochem.-Explor. Environ. Anal., 1(1), 89–94.
Abstract: In the 1994 paper by Brown, Skousen & Renton it was argued that settleability and wet-packing density were the most important physical characteristics of sludge from treatment of mine drainage. These characteristics plus zeta-potential, intrinsic viscosity, specific resistance to filtration, and coefficient of compressibility were determined for several sludge samples from passive treatment sites and for several sludge samples that were prepared in the laboratory. Sludge from passive systems had high packing density, low intrinsic viscosity, low specific resistance to filtration and low coefficient of compressibility compared to sludge that was produced after addition of NaOH.
|
