A Methodology to Assess the Potential Impacts of Longwall Mining on Streams in the Appalachian Basin by Michael Karmis and Zach Agioutantis
Download as PPTX, PDF1 like368 views
The document outlines a methodology for assessing the impacts of longwall mining on streams in the Appalachian Basin, highlighting key parameters and recovery mechanisms for undermined water bodies. It discusses the development of a surface deformation prediction software, damage criteria for undermined water bodies, and mitigation practices to restore stream flow and quality. The study emphasizes the importance of monitoring ground movements and using data from successfully mitigated cases to inform future mining operations.
A Methodology to Assess the Potential Impacts of Longwall Mining on Streams in the Appalachian Basin by Michael Karmis and Zach Agioutantis
- 1. A methodology to assess the potential impacts of longwall mining on streams in the Appalachian basin Michael Karmis, Virginia Tech, USA Zach Agioutantis, University of Kentucky, USA
- 2. Presentation Outline • What happens to undermined water bodies • Is prediction of ground movements due to underground mining reliable? • A short discussion on damage criteria • Calculation of surface deformations • Mitigation plan • Conclusions
- 3. Potential Impacts to Surface Water Bodies • Ground movements due to underground mining may affect surface water bodies including rivers, streams, swamps, wetlands, lakes, farm dams or other water retaining structures. • Overburden geology and formation thickness, distance from the full extraction area, mine conditions and extent of surface movements all are key parameters in determining the degree of impacts on streams and the recovery cycle of the water resource due to longwall or secondary extraction room and pillar sections.
- 4. Undermined Streams can Recover • Undermined streams recover after a period of time with, or often without, the application of mitigation measures. • The greater the overburden thickness, the less the extent of dewatering into the underground openings and the greater the potential for complete recovery of the water resource. • The above apply to mining operations where the caving zone does not extent in the continuous deformation zone.
- 5. Our Study • A number of undermined streams in the Appalachian coal basin, which have been successfully mitigated after the respective longwall panels were fully mined, were studied • The results of this study are used to develop comparisons and guidelines that can be used for the prediction of potential impacts of future mining development, under similar mining and geological conditions. • The comparison is based on mining and geologic conditions, stream characteristics, and the calculation of ground movements over existing and proposed longwall panels.
- 6. Surface Deformation Prediction Software System • SDPS is an integrated package for calculating surface deformations using the influence function method • Calculations are based on several empirical relationships, developed through the statistical analysis of data from a number of case studies • SDPS has been updated to version 6.2 in 2015
- 7. Deformation Indices • Subsidence • Slope • Horizontal Displacement • Horizontal Strain • Ground Strain • Directional (strain along a specified profile line) • Curvature -8 -6 -4 -2 0 2 4 6 8 -1000 -500 0 500 1000 1500 2000 Strain(x1000) Distance (ft) Ex EG
- 8. Damage Criteria for Undermining Bodies of Water • When considering the impacts of ground movements on surface bodies of water, the most comprehensive analyses of damage criteria and threshold values are derived from case studies from Britain, Australia and the USA. • Different criteria have been proposed and can be divided into three broad categories: a. mining geometry parameters, b. surface deformation threshold values and c. combinations of (a) and (b).
- 9. Damage Criteria based on deformation thresholds Criteria Description Underground mining Reference < 0.010 Surface tensile strain Total extraction Skelly and Loy (1977) 0.00875 Surface tensile strain Babcock and Hooker (1977); <= 0.010 (worst case) <= 0.015 (limited potential) Surface tensile strain Total extraction Kendorski et al (1979) 0.010 Surface tensile strain Mining under the sea NCB (1968) 0.010 Surface tensile strain Mining under the sea Whittaker and Reddish (1989)
- 10. Damage Criteria for Undermining Bodies of Water • Tensile strains on the surface should generally be less than 0.010 ft/ft (10 mm/m) (Skelly and Loy 1977; Kendorski, 1979); • The threshold value of 0.0875 ft/ft (8.75 mm/m) was originally recommended by the U.S. Bureau of Mines (Babcock and Hooker, 1977).
- 11. Methodology • A number of streams (located in a major coal mining district in eastern USA) that were initially undermined and subsequently restored were evaluated as the first step in this study. Mining parameters, overburden properties and ground deformation measurements in the vicinity of these streams, and over the undermined areas (e.g. subsidence and strain), were collected. • Chain or gateroad pillars between fully extracted panels were evaluated for stability, since this has a direct bearing on the value for the edge effect offset distance for each panel and thus on the subsidence profile. • The ground deformation prediction model was calibrated using measured data, and in order to determine the site specific values for the subsidence engineering parameters.
- 12. Calculation of Ground Strain
- 13. Case Study • Multiple longwall panels were modelled • The stream was represented as a series of surface prediction points • Deformations were calculated for all points • Results were critically evaluated
- 14. Surface Deformation - Subsidence 1000 1020 1040 1060 1080 1100 1120 1140 1160 1180 1200 1220 1240 0 1000 2000 3000 4000 5000 6000 7000 PostMiningSurfaceElevation(ft) Distance (ft) -4 -3 -2 -1 0 Subsidence(ft) Surface Deformations EL SE Su
- 15. Surface Deformation – Ground Strain
- 16. Surface Deformation - Slope
- 17. Stream Mitigation Procedures and Practices • Establish baseline flow and water quality measurements, at a predetermined interval (i.e. 100 ft) along the stream flow path, in order to document and identify potential flow loss. • Conduct flow and water quality measurements at the same reference points in order to identify changes from baseline parameters.
- 18. Stream Mitigation Procedures and Practices • Develop a staged approach for achieving stream mitigation. • In general, less invasive mitigation measures such as stream bed lining should be used first. • This can be followed by grouting, on a primary grid, to a shallow depth of a few feet. • More aggressive mitigation measures can be implemented, if abnormally high flow loss and severe bedrock abnormalities are observed. • The later may be applied through a secondary inject grid for medium depth grouting of several feet.
- 19. Stream Mitigation Procedures and Practices • The primary and secondary borehole grid should be established as a function of flow loss and severity of impact. • The spacing of the primary and/or secondary borehole grouting grids should be specified in terms of feet (i.e., 5 ft, 10 ft, 20 ft, etc.). • Borehole drilling and grout injection should continue until grout injection rates decrease, i.e., bedrock closure is achieved. • Stream flow testing should be conducted, as mitigation progresses downstream, and compared to the baseline flow in order to determine whether flow conveyance has improved.
- 20. Discussion • When designing a new operation that will undermine water bodies: • Develop a reference set of successfully mitigated streams in the area by logging panel geometry, overburden characteristics, maximum deformations experienced, etc. • Run baseline studies for flow for the study area streams. • Calibrate the surface deformation prediction model. • Use the calibrated model to predict surface deformations (subsidence, strain, slope). • Analysis of the results will show areas with potential pooling, temporary water loss, etc. • Establish a multi-tier mitigation plan that will be put in place when ground movements affect a surface stream or other small water body.
- 21. Summary and Conclusions • A dataset was developed with successful stream restoration cases which was subsequently utilized for the planning of new panels in the same region. Parameters include: depth to the coal seam, width of valley bottom, tensile and compressive strains, maximum change in ground slope, size of mined and unmined watershed upstream of longwall mining, and stream mitigation status. • A number of indices was extracted pertaining to the successful mitigation cases, such as width to depth ratios and the maximum values for a number of ground deformation parameters and more or less favorable conditions were established for each of these comparison indices.
- 22. Summary and Conclusions • The developed dataset provided the operator with guidance during the planning stage of future longwall panels in the vicinity of the study area thus incorporating stream impact mitigation procedures and protocols due to mining-induced subsidence and ground strain. • Ground movements were reliably calculated using well accepted technology. Pre- and post- mining elevation profiles along the stream flow lines were used to determine potential water pooling areas as well as potential high tensile and high compressive strain areas which may lead to bed rock fracture.
- 23. Summary and Conclusions • Data collected pertaining to stream undermining in the Appalachian basin showed that although strains exceeded the maximum values suggested in the literature, the streams were restored to their original condition using guidelines and protocols established by the mining company.
- 24. Acknowledgements • This study was partially sponsored by the Appalachian Research Initiative for Environmental Science (ARIES). The views, opinions and recommendations expressed herein are solely those of the authors and do not imply any endorsement by ARIES employees, other ARIES- affiliated researchers or industrial members.