期刊文献+

考虑加速效应的多孔介质中颗粒三维迁移模型研究

Three-dimensional modeling of particle transport in porous media considering accelerated effects
下载PDF
导出
摘要 基于已有的颗粒一维迁移模型,建立一个考虑加速效应的颗粒三维迁移模型。通过Laplace变换和Fourier变换,给出点源和面源形式下的颗粒瞬时注入和周期形式注入问题的解析表达式,分析了点源瞬时注入情况下时间、距离、沉积系数、弥散系数等的影响机理。研究结果表明:随着时间增大,迁移颗粒浓度峰值逐渐减小,并且浓度峰值所对应的x坐标值逐渐增大。其次,浓度等值线在x–y平面上呈椭圆形状,在x方向上靠近颗粒注入口的等值线排列较密,远离注入口的等值线排列较疏。随着时间增大,低浓度等值线的范围逐渐向四周扩大,高浓度的等值线的范围逐渐缩小。另外,沉积系数越大,浓度等值线的范围越小。然而,随着x方向的弥散系数增大,等值线在x方向上逐渐向两侧拉长,而等值线在y方向上的范围逐渐缩小。 Based on a one-dimensional particle transport model, a theoretical model considering accelerated transport effects of particles is established. General solutions are derived with the help of the Laplace and Fourier transforms. According to the general solutions, specific solutions (instantaneously injected and periodically injected) are presented for point and areal inflow regions. The analytical solution for point source under instantaneous injection is taken as an example of specific solutions. A detailed discussion of the effect of time, distance, deposition and dispersion on particle transport is conducted. The studies show that the peak values of concentration decrease and the corresponding distance increases with the increasing time. Furthermore, the concentration contours exhibit ellipses on x-y plane, those near the particle inlet in the x-direction are arranged densely, and those far from the particle inlet are arranged sparsely. The range of low concentration contours increases and the range of high-concentration contours decreases with the increasing time. Besides, the concentration contours decrease with the increasing deposition rate. However, the range of concentration contours decreases with the increasing deposition rate. The contours in the x-direction increase and those in the y-direction decrease with the increasing Dx.
出处 《岩土工程学报》 EI CAS CSCD 北大核心 2014年第10期1888-1895,共8页 Chinese Journal of Geotechnical Engineering
基金 国家自然科学基金项目(51308235 51279002 51374112) 华侨大学科研基金项目(13BS304)
关键词 颗粒 加速迁移 沉积 多孔介质 理论研究 particle accelerated transport deposition porous medium theoretical study
  • 相关文献

参考文献9

  • 1Noam Weisbrod,Hanan Meron,Sharon Walker,Vitaly Gitis.Virus transport in a discrete fracture[J].Water Research.2013(5)
  • 2ScottA. Bradford,VerónicaL. Morales,Wei Zhang,RonaldW. Harvey,AaronI. Packman,Arvind Mohanram,Claire Welty.Transport and Fate of Microbial Pathogens in Agricultural Settings[J].Critical Reviews in Environmental Science and Technology.2013(8)
  • 3M. Panfilov,I. Panfilova,Y. Stepanyants.Mechanisms of Particle Transport Acceleration in Porous Media[J].Transport in Porous Media.2008(1)
  • 4Youn Sim,Constantinos V. Chrysikopoulos.Three-Dimensional Analytical Models for Virus Transport in Saturated Porous Media[J].Transport in Porous Media.1998(1)
  • 5陈星欣,白冰.重力对饱和多孔介质中颗粒输运特性的影响[J].岩土工程学报,2012,34(9):1661-1667. 被引量:15
  • 6刘泉声,赵军,张程远.考虑尺寸排除效应颗粒迁移模型的建立[J].岩土力学,2012,33(8):2265-2268. 被引量:5
  • 7Stefan Niehren,Wolfgang Kinzelbach.Artificial colloid tracer tests: development of a compact on-line microsphere counter and application to soil column experiments[J].Journal of Contaminant Hydrology.1998(1)
  • 8Nicolas Massei,Michel Lacroix,Hua Qing Wang,Jean-Paul Dupont.Transport of particulate material and dissolved tracer in a highly permeable porous medium: comparison of the transfer parameters[J].Journal of Contaminant Hydrology.2002(1)
  • 9Michiel Pronk,Nico Goldscheider,Jakob Zopfi.Dynamics and interaction of organic carbon, turbidity and bacteria in a karst aquifer system[J].Hydrogeology Journal.2006(4)

二级参考文献13

  • 1IWASAKI T. Some notes on sand filtration[J]. Journal of American Water Works Association, 1937, 29(10): 1591-1602.
  • 2HERZIG J P, LECLERC D M, LE GOFF P. Flow of suspensions through porous media application to deep filtration[J]. Industrial & Engineering Chemistry Research, 1970, 65(5): 8-35.
  • 3MILLARD A, REJIB A, CHIJIMATSU M, et al. Numerical study of the THM effects on the near-field safety of a hypothetical nuclear waste repository-BMT 1 of the DECOVALEX III project. Part 2:Effects of THM coupling in continuous and homogeneous rocks[J]. International Journal of Rock Mechanics and Mining Sciences. 2005, 42:731 -744.
  • 4MASSEI N, LACROIX M, WANG H Q, et al. Transport of particulate material and dissolved tracer in a highly permeable porous medium: comparison of the transfer parameters[J]. Journal of Contaminant Hydrology, 2002, 57(1-2): 21-39.
  • 5STEPHEN E SILLIMAN. Particle transport through two-dimensional, saturated porous media: influence of physical structure of the medium[J]. Journal of Hydrology, 1995, 167(1-4): 79-98.
  • 6STEPHEN E SILLIMAN. The importance of the third dimension on transport through saturated porous media: case study based on transport of particles[J]. Journal of Hydrology, 1996, 179(1-4): 181-195.
  • 7NASRE-DINE AHIR, et al. Influence of internal structure and medium length on transport and deposition of suspended particles: a laboratory study[J]. Transport Porous Media., 2009, (2): 76: 289-307.
  • 8BARTELDS G A, BRUINING J, MOLENAAR J. The modeling of velocity enhancement in polymer flooding[J] Transport in Porous Media, 1997, 26(1): 75 - 88.
  • 9NORIO TENMA, KASUMI YASUKAWA, GEORGE ZYVOLOSKI. Model study of the thermal storage system byFEHM code[J]. Geothermics, 2003, 32(4-6): 603-607.
  • 10MASSEI N, LACROIX M, WANG H Q, et al. Transport of particulate material and dissolved tracer in a highly permeable porous medium: comparison of the transfer parameters[J]. Journal of Contaminant Hydrology, 2002, 57(7): 21-39.

共引文献18

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部