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Tytuł artykułu

Simulation study on clogging of suspended particles in in-situ leaching of uranium at different concentrations and flow velocity

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Clogging problem has become one of the key problems restricting the mining efficiency of in-situ leaching of uranium, and the related research on the law and mechanism of physical clogging has not been reported. In order to identify and understand the complicated law and mechanism, experimental device is established to simulate the physical clogging caused by suspended particles in the uranium process, the physical clogging law and mechanism under different concentrations and velocity of flow are studied. The experimental results show that with the concentration of suspended particles increasing from 100, 200, 300 to 400 mg/L, the permeability of porous media gradually decreases, and the clogging phenomenon becomes more and more obvious. When the size of suspended particles is small and the velocity is 15 mL/min, the porous medium will not appear clogging, while the velocity is 25mL/min, the whole porous medium will slowly appear internal deposition clogging. When the size of suspended solids is larger and the flow rate is 9, 12, 15mL/min, the higher the velocity, the faster the clogging will be, and backwash can alleviate the surface clogging but cannot change the final clogging result. According to the experiment and actual situation, the physical clogging in in-situ leaching of uranium is mainly surface clogging and filter clogging.
Rocznik
Strony
art. no. 162150
Opis fizyczny
Bibliogr. 36 poz., rys., tab., wykr.
Twórcy
autor
  • School of Resource Environment and Safety Engineering, University of South China, Hengyang 421001, Hunan, China
  • School of Resource Environment and Safety Engineering, University of South China, Hengyang 421001, Hunan, China
autor
  • School of Resource Environment and Safety Engineering, University of South China, Hengyang 421001, Hunan, China
autor
  • School of Resource Environment and Safety Engineering, University of South China, Hengyang 421001, Hunan, China
autor
  • School of Resource Environment and Safety Engineering, University of South China, Hengyang 421001, Hunan, China
  • School of Resource Environment and Safety Engineering, University of South China, Hengyang 421001, Hunan, China
Bibliografia
  • AGBANGLA G C, ÉRICCLIMENT, BACCHIN P, 2012. Experimental investigation of pore clogging by microparticles: Evidence for a critical flux density of particle yielding arches and deposits. Separation and Purification Technology., 101, 42-48.
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  • AHFIR N D, BENAMAR A, ALEM A, WANG H Q, 2009. Influence of internal structure and medium length on transport and deposition of suspended particles: a laboratory study. Transport in porous media, 76, 289-307.
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  • BEDRIKOVETSKY P, ZEINIJAHROMI A, SIQUEIRA F D, FURTADO C A, SOUZA A L S, 2012. Particle Detachment Under Velocity AlternationDuring Suspension Transport in Porous Media. Transport in Porous Media, 91, 173-197.
  • BENNACER L, AHFIR N D, ALEM A, WANG H Q, 2017. Coupled Effects of Ionic Strength, Particle Size, and Flow Velocity on Transport and Deposition of Suspended Particles in Saturated Porous Media. Transport in Porous Media, 118, 251-269.
  • BANIHASHEMS, KARRABI M, 2020. Investigation of suspended particle size effects on clogging of soil filters under laminar flow. European Journal of Environmental and Civil Engineering, 26, 2294-2303.
  • CAI J, FENG J, WU J, 2021.Progress of in-situ Leaching of Uranium for Descaling and Plugging. Yunnan Chemical Technology, (1), 4.
  • DU X, ZHANG H, YE X, LU Y, 2018. Flow Velocity Effects on Fe (III) Clogging during Managed Aquifer Recharge Using UrbanStorm Water. Water, 10(4), 358
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  • DU X, YE X, ZHANG X, 2018. Clogging of saturated porous media by silt-sized suspended solids under varying physical conditions during managed aquifer recharge. Hydrological Processes, 32(14), 2254-2262.
  • DU X, FANG Y, WANG Z, HOU J, YE X, 2014. The Prediction Methods for Potential Suspended Solids Clogging Types during Managed Aquifer Recharge. Water, 6(4), 961-975.
  • FERNANDEZ ESCALANTE E,2015. Practical Management to Minimize the Effects of Clogging in Managed Aquifer Recharge Wells at Two Sites in the Guadiana Basin, Spain. Journal of Hydrologic Engineering, 20(3),B5014002.
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  • FEIA S, DUPLA J C, GHABEZLOO S, SULEM J, CANOU J, ONAISI A, LESCANNE H, AUBRY E, 2015. Experimental investigation of particle suspension injection and permeability impairment in porous media. Geomechanics for Energy and the Environment, 3, 24-39.
  • GERBER G,RODTS S, AIMEDIEU P, FAURE P, COUSSOT P, 2018,Particle-Size-Exclusion Clogging Regimes in Porous Media. Physical Review Letters, 120, 148001.
  • HAN G, KWON T H,LEE J Y, JUNG J, 2019. Fines migration and pore clogging induced by single-and two-phase fluid flows in porous media: From the perspectives of particle detachment and particle-level forces. Geomechanics for Energy and the Environment, 23, 100131.
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  • WANG Z, DU X, YANG Y, 2012. Surface clogging process modeling of suspended solids during urban stormwater aquifer recharge. Journal of Environmental Sciences, 24(8), 1418-1424.
  • WANG Y, HUO M, LI Q,2018. Comparison of clogging induced by organic and inorganic suspended particles in a porous medium: implications for choosing physical clogging indicators. Journal of Soils and Sediments, 18, 2980-2994.
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  • ZHANG H , YE X , DU X , 2021.Laws and Mechanism of the Fe (III) Clogging of Porous Media in Managed Aquifer Recharge. Water, 13(3), 284.
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Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-dafd1f2c-5357-4053-a6b9-bf8130c7fced
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