Pennsylvania Water Science Center



COAL-MINE DRAINAGE

CONTACT FOR MORE INFORMATION

Chuck Cravotta
(cravotta@usgs.gov)

 

Limestone Drains to Increase pH and Remove Dissolved Metals from an Acidic Coal-Mine Discharge in the Swatara Creek Watershed

Problem

AMD from abandoned anthracite mines has degraded surface-water and ground-water resources in the Swatara Creek Basin (Susquehanna River Basin) in Schuylkill and Lebanon Counties, Pa. Enclosed drains filled with crushed limestone are low-cost systems that can be used to neutralize AMD. However, the chemistry of mine drainage in the basin is variable, and geochemical processes within limestone drains have been poorly documented. Effects of iron (Fe2+, Fe3+) and aluminum (Al3+) hydrolysis on limestone dissolution are critical. Precipitation of Fe and Al hydroxides can "armor" the limestone (CaCO3), effectively reducing the contact between water and limestone surfaces and hence the rates of limestone dissolution and alkalinity production. In contrast, protons (H+) and carbon dioxide (CO2), which are hydrolysis products, can dissolve limestone, possibly countering effects of armoring. Furthermore, trace metals may be removed from solution by sorption onto the Fe and Al hydroxides. To resolve uncertainties about the optimum design of these treatment systems, the USGS is evaluating the factors affecting chemical reactions within limestone drains.

Collaborators

USGS-WRD is working with the Pennsylvania Department of Environmental Protection, Bureau of Soil and Water Conservation, with matching funds from the Federal-State Cooperative Program.

Activities

In winter 1995, at the collapsed opening to the Orchard Mine in the Swatara Creek Basin in Schuylkill County, three identical limestone drains, each containing 14 tons of crushed limestone, were constructed in parallel; access points in the drains enabled water and rock sampling. At the mine opening, acidic drainage (pH = 3.2-3.8; acidity = 31-85 mg/L as CaCO3; Fe, Mn, and Al < 5 mg/L) with low concentrations of dissolved oxygen (< 3.5 mg/L) was intercepted and diverted into the three drains. A static mixer and plumbing valves at the inflow enabled aeration, deaeration (N2 sparging), or no pretreatment of the inflow to all three or to only one of the drains.

Water and rock samples were collected during March 1995-March 1996 and analyzed to explain changes in water chemistry as a result of dissolution, precipitation, and sorption reactions within the drains, and differences in chemical reactions among the three drains as a function of inflow rate and oxygenation. As water flowed through the drains, concentrations of O2, sulfate, and magnesium did not change; pH and concentrations of alkalinity and calcium increased; and concentrations of acidity and of dissolved and suspended iron and aluminum decreased. During the 1-year monitoring period, the treated effluent, which had pH 6.2-7.0 and alkalinity 55-136 mg/L as CaCO3, appeared clear and contained less than 5% of the influent concentrations of dissolved Fe and Al. Rust-colored Fe and Al hydroxides precipitated in the drains as pH increased to about 5.5 within about the first 10 to 20 ft (feet). Initially, rusty floc was visible only in water samples 5 ft from the inflow (pH <5), and 90-100% of the dissolved manganese, cobalt, nickel, and zinc (Mn, Co, Ni, and Zn) was transported through the 80-ft long drains. After 6 months, however, the rusty floc was visible in all samples <20 ft from the inflow (pH <5.5), and concentrations of Mn, Co, Ni, and Zn in effluent declined to about 50% of influent concentrations because of sorption of the metals on hydrous oxides of Fe, Al, and Mn that had accumulated within the drains. Concentrations of trace metals (Mn, Cu, Ni, Zn) relative to iron as coatings on suspended limestone or particulate indicated that sorption of the metals was more effective at higher pH (>5) in downflow parts of the drain than at lower pH (<4) in the upflow part of the drain. The trends were the same for all three drains, despite periodic O2 pretreatment of drain 1, only.

Limestone slabs, which were suspended at the inflow and at downflow points within the drains, showed effects of dissolution and loosely bound accumulations of iron and aluminum hydroxide, particularly near the inflow to the drains where water quality changed rapidly. Despite thick (<0.04 inch) accumulations of iron hydroxide (armoring) on limestone at the inflow to the drain, limestone dissolution rates were greater at the inflow than at downflow points within the drain where such accumulations were negligible. The limestone dissolution rates decreased with increasing pH and decreasing partial pressure of CO2, which is consistent with rate laws established for calcite dissolution in laboratory experiments. However, the rates estimated for the field experiments were about an order of magnitude less than rates determined by laboratory methods.

Results of the project were published as an invited paper, "Oxic limestone drains for treatment of dilute, acidic mine drainage" (Cravotta, 1998, in Proceedings of the 19th Annual Meeting of the Surface Mine Drainage Task Force, Morgantown, WV). Additional findings were included in the paper, "Hydrobiogeochemical interactions on calcite and gypsum in 'anoxic' limestone drains in West Virginia and Pennsylvania" (Robbins and others, 1997, in International Ash Utilization Symposium, University of Kentucky, Lexington, Ky.) The final comprehensive report, "Limestone drains to increase pH and remove dissolved metals from acidic mine drainage," has been accepted for publication in the journal Applied Geochemistry.

Project Chief

Chuck Cravotta
Phone: (717)730-6963
E-Mail: cravotta@usgs.gov

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