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危废渣库高浓度氟化物在非均质含水层中的迁移模拟分析 被引量:1

Transportation Numerical Simulation Analysis on High Concentration Fluoride of Dangerous Waste Repository in the Heterogeneous Aquifers
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摘要 近年来,随着水电铝技术的发展,国际先进水平的400ka系列铝电解槽工艺技术已成为水电铝项目的核心技术。水电铝项目中电解槽渣含有大量氟化物,是典型的危险废物,危废渣库防渗及泄漏问题成为了地下水污染防治及保护的重点。本文以某水电铝厂区危废渣库地下水环境影响评价为例,通过对研究区进行水文地质调查及分析基础上,建立研究区渗流模型及污染物迁移模型,在此基础上设定不同情景并模拟不同防渗条件下危废渣库泄漏的污染羽状物迁移情况。研究结果表明高浓度氟化物迁移方向及扩散面积主要受含水层非均质性、危废渣库泄漏持续时间及防渗效果等因素的影响。 In recent years,with the development of hydro- aluminum technology,the international advanced level of 400 ka series aluminum electrolytic cell technology,become a core technology of the project of the hydropower aluminum. In the hydro aluminum project the electrolyses slag contains a lot of fluoride that is typical of hazardous waste. Dangerous waste repository seepage and leakage problems become the focus of the groundwater pollution prevention and protection. In this paper,a hydro aluminum factory district library of dangerous waste residue of groundwater environment impact assessment,for example.In the study area based on hydro geological investigation and analysis,established a seepage flow model and pollutant migration model in the study area. Set on the basis of the different scenarios and simulation of the dangerous waste repository under the conditions of different anti- seepage leakage pollution plume migration. The results showed that high concentration of fluoride migration direction and diffusion area was influenced of the main aquifer heterogeneity,duration of dangerous waste repository leakage and seepage control effect etc factors.
出处 《地下水》 2016年第5期1-5,29,共6页 Ground water
基金 国家自然科学基金项目"岩溶-裂隙含水层地下水重金属迁移机理研究"(41562012) 国家自然基金项目"冲积扇含水层非均质性构建及其溶质迁移数值模拟研究"(41402215) 昆明理工大学引进人才基金资助项目(KKZ3201421026)
关键词 危废渣库 溶质运移 污染物 数值模拟 Dangerous waste repository solute transport pollutants and the numerical simulation
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参考文献23

  • 1Lautz LK, Siegel DI. Modeling surface and ground water mixing in the hyporheic zone using MODFLOW and MT3D [ J]. Advances in Water Resources 2006,29( 11 ) : 1618 - 1633.
  • 2Dagan G. Stochastic Modeling of Groundwater Flow by Unconditional and Conditional Probabilities: The Inverse Problem [ J]. Water Re- sources Research, 1985,21 ( 1 ) : 65 -72.
  • 3Rubin Y, Dagan (,. Stochastic identification of transmissivity and ef- fective recharge in steady groundwater flow: I. Theory [ J ]. Water Resources Reseawh, 1987,23(7) : 1185 - 1192.
  • 4Sudicky EA, McLaren RG. The Laplace Transform Galerkin Tech- nique for large - scale simulation of mass transport in discretely frac- tured porous formations [ J ]. Water Resources Research, 1992,28 (2): 499 -514.
  • 5Gerke HH, Van Genuchten MT. A dual - porosity model for simulating the preferential movement of water and solutes in structured porous media [ J ]. Water Resources Research, 1993,29 ( 2 ) : 305 - 319.
  • 6Toride N, Leij FJ, van Genuchten MT. A comprehensive set of ana- lytical solutions for nonequiIibrium solute transport with first - order decay and zero - order produetion[ J ]. Water Resources Research, 1993,29(7): 2167 -2182.
  • 7Fiori A, Dagan G. Transport of a passive scalar in a stratified porous medium[J]. Transport in Porous Media, 2002,47(1): 81 -98.
  • 8Trefry MG, Mufl~ls C. FEFLOW: A Finite - Element Ground Wa- ter Flow and Transpor! Modeling Tool[ J ]. Ground Water, 2007,45 (5): 525-528.
  • 9Reimann T, Hill ME. MODFLOW - CFP: A New Conduit Flow Process for MODFL,OW - 2005 [J]. Ground Water, 2009,47 ( 3 ) : 321 -325.
  • 10Hill ME, Stewart MT, Martin A. Evaluation of the MODFLOW - 2005 Conduit Flow Process [J]. Ground Water, 2010,48 (4) : 549 -559.

二级参考文献4

  • 1Howard. A. D. and C.G.Groves.Early development of karst systems: 2. Turbulent flow. Water Res. Research. Vol.31,No.1P19-26,1995.
  • 2陈崇希.岩溶管道—裂隙—孔隙三重空隙介质地下水流及模拟方法研究[J].地球科学,20.
  • 3崔光中 朱远峰等.岩溶水系统的混合模拟—以北山岩溶水系统为例,中国岩溶[J].中国岩溶,(3).
  • 4Bear著,李竞生,陈祟希译.多孔介质流体动力学.北京:中国建筑业出版社,P.125-127,1983.

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