Spatiotemporal Evolution of Permeability of Ore-bearing Layer during Acid In-situ Leaching of Uranium
Received:November 10, 2024   Revised:December 18, 2024   Accepted:December 19, 2024      Published Online:April 19, 2025
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DOI:doi:10.20237/j.issn.1007-7545.2025.05.010
KeyWord:in-situ leaching of uranium; permeability; pumping tests; tracer tests
                          
AuthorInstitution
LIU Xuefeng 东华理工大学水资源与环境工程学院
LIU Jinhui 东华理工大学水资源与环境工程学院
HE Ting 东华理工大学水资源与环境工程学院
YANG Yihan 中核内蒙古矿业有限公司
XING Yongguo 中核铀业有限公司
WANG Ruyi 中核内蒙古矿业有限公司
LIANG Daye 中核内蒙古矿业有限公司
YAN Xuerui 中核内蒙古矿业有限公司
HUANG Jian 中核内蒙古矿业有限公司
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Abstract:
      The evolution of mineral-bearing layer permeability during the acid in-situ leaching (ISL) process was clarified through a field tracer test conducted in the "one injection and four pumping" unit of the C12 mining area in the Bayan Ula uranium deposit. The test quantitatively assessed the flow rate characteristics of the leaching solution within the mineral-bearing layer, with variations in flow rate reflecting the evolution of the layer""s permeability. The experimental results show that after one year of ISL, both the number of migration pathways and the flow rate of the leaching solution generally decrease. After two years of ISL, blockage in the mineral-bearing layer is intensified, with the flow rate of leaching solution cumulatively decreass by 6.25% to 45.00%. In some migration pathways, the leaching solution can no longer permeate. The reduction in permeability is more pronounced in the more permeable pathways, with feldspar clay alteration and gypsum precipitation identified as key mechanisms contributing to the blockage in the mineral-bearing layer.
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