首页> 外文会议>West Virginia Surface Mine Drainage Task Force Symposium >OPTIMIZATION OF LIMESTONE DRAINS FOR LONG-TERM TREATMENT OF MINE DRAINAGE, SWATARA CREEK BASIN, SCHUYLKILL COUNTY, PA
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OPTIMIZATION OF LIMESTONE DRAINS FOR LONG-TERM TREATMENT OF MINE DRAINAGE, SWATARA CREEK BASIN, SCHUYLKILL COUNTY, PA

机译:优化石灰石排水沟,为矿井排水,斯瓦特拉溪盆地,Schuylkill County,PA

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Limestone drains were constructed in 1995, 1997, and 2000 to treat acidic mine drainage (AMD) from the Orchard, Buck Mtn., and Hegins discharges, respectively, in the Swatara Creek Basin, Southern Anthracite Coalfield, east-central Pennsylvania. This report summarizes the construction characteristics and performance of each of the limestone drains on the basis of influent and effluent quality and laboratory tests of variables affecting limestone dissolution rates. Data for influent and effluent indicate substantial alkalinity production by the Orchard and Buck Mtn. limestone drains and only marginal benefits from the Hegins drain. Nevertheless, the annual alkalinity loading rates have progressively declined with age of all three systems. Collapsible-container (cubitainer) testing was conducted to evaluate current scenarios and possible options for reconstruction and maintenance of the limestone drains to optimize their long-term performance. The cubitainer tests indicated dissolution rates for the current configurations that were in agreement with field flux data (net loading) for alkalinity and dissolved calcium. The dissolution rates in cubitainers were larger for closed conditions than open conditions, but the rates were comparable for coated and uncoated limestone for a given condition. Models developed on the basis of the cubitainer testing indicate (1) exponential declines in limestone mass and corresponding alkalinity loading rates with increased age of limestone drains and (2) potential for improved performance with enlargement, complete burial, and/or regular flushing of the systems.
机译:石灰石漏斗于1995年,1997年,2000年构建,以分别治疗果园的酸性矿山排水(AMD),分别在宾夕法尼亚州南烟草煤田南部烟草溪流盆地的Swatara Creek盆地。本报告总结了每个石灰石排水管的施工特性和性能,基于影响石灰石溶出率的变量的流出和污水质量和实验室试验。流水和流出物数据表明果园和降压MTN的大量碱度生产。石灰石排出,哈格斯排水的边际益处。然而,随着三种系统的年龄,年度碱度加载率逐渐下降。进行可折叠容器(Cubitainer)测试以评估当前情景和可用于重建和维护石灰石排水管的可能选择,以优化其长期性能。 Cubitainer测试的指示当前配置的溶出速率与碱性和溶解钙的现场通量数据(净负载)一致。封闭剂中的溶解速率比开放条件更大,但对于给定条件的涂覆和未涂覆的石灰石的速率相当。基于Cubitainer测试的模型表明(1)石灰石质量和相应的碱度负荷率的指数下降,具有较低的石灰石漏斗的增加和(2)潜力改善性能,完全埋葬和/或定期冲洗系统。

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