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논문 기본 정보

자료유형
학술저널
저자정보
Zeng Sheng (School of Resources Environment and Safety Engineering University of South China) Song Jiayin (School of Resources Environment and Safety Engineering University of South China) Sun Bing (University of South China) Wang Fulin (School of Resources Environment and Safety Engineering University of South China) Ye Wenhao (School of Resources Environment and Safety Engineering University of South China) Shen Yuan (School of Resources Environment and Safety Engineering University of South China) Li Hao (School of Resources Environment and Safety Engineering University of South China)
저널정보
한국원자력학회 Nuclear Engineering and Technology Nuclear Engineering and Technology 제55권 제2호
발행연도
2023.2
수록면
567 - 575 (9page)
DOI
10.1016/j.net.2022.10.008

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Investigating the seepage characteristics of the leaching solution in the ore-bearing layer during the in situ leaching process can be useful for designing the process parameters for the uranium mining well.We prepared leaching solutions of four different viscosities and conducted experiments using a selfdeveloped multifunctional uranium ore seepage test device. The effects of different viscosities of leaching solutions on the seepage characteristics of uranium-bearing sandstones were examined using seepage mechanics, physicochemical seepage theory, and dissolution erosion mechanism. Results indicated that while the seepage characteristics of various viscosities of leaching solutions were the same in rock samples with similar internal pore architectures, there were regular differences between the saturated and the unsaturated stages. In addition, the time required for the specimen to reach saturation varied with the viscosity of the leaching solution. The higher the viscosity of the solution, the slower the seepage flow from the unsaturated stage to the saturated stage. Furthermore, during the saturation stage, the seepage pressure of a leaching solution with a high viscosity was greater than that of a leaching solution with a low viscosity. However, the permeability coefficient of the high viscosity leaching solution was less than that of a low viscosity leaching solution.

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