首页 | 本学科首页   官方微博 | 高级检索  
     

土壤孔径分布对污染物迁移过程中弥散系数的影响
引用本文:李小平,朱 伟.土壤孔径分布对污染物迁移过程中弥散系数的影响[J].水资源与水工程学报,2014,25(2):172-175.
作者姓名:李小平  朱 伟
作者单位:(河海大学 a.环境学院; b.水资源高效利用与工程安全国家工程研究中心, 江苏 南京 210098)
基金项目:巢湖重污染汇流湾区污染控制技术与工程示范研究(2012ZX07103-005);水利部公益性行业专项项目(201201015);国家重点基础研究发展规划973项目(2012CB719804)
摘    要:弥散作用主要受土体孔隙结构影响,基于孔隙结构特征对弥散作用的影响这一问题,通过压汞实验确定土样孔径分布,以水动力弥散理论为基础,以3种不同粒径组分砂土作土样,以氯化钠作为示踪剂,进行一维土柱水动力弥散和扩散实验。并由实验结果计算出各土样的机械弥散和扩散系数,得出以下结论:随着特征孔径d60或者不均匀系数Pu增大,分子扩散系数只有很小程度的增加,但机械弥散系数却有大幅度的增大,而且扩散作用在整个水动力弥散作用中所占的比例也越来越小,机械弥散受孔隙结构特征影响程度较分子扩散而言要大的多。

关 键 词:污染物  污染物迁移过程  孔径分布  砂柱实验  弥散参数  示踪剂

Effect of distribution of soil pore size on dispersion coefficient in migration process of pollutant
Abstract:The role of dispersion is mainly affected by soil pore structure. Based on the problem, the paper determined the pore size distribution of sandy soil samples by mercury intrusion porosimetry (MIP).Based on the hydrodynamic dispersion theory, one dimensional sand column diffusion experiments were carried out in laboratory. Three sandy soils with different particle size distribution were used as the samples and NaCl solution was used as tracer material in the experiments. The mechanical dispersion coefficient and diffusion coefficient of each soil sample were calculated according to the experiment. The results show that with the increase of d60 or Pu coefficient, the coefficient of molecule diffusion increases little, but the coefficient of machinery dispersion has obvious increase, and the proportion of diffusion role in the whole role of hydrodynamic dispersion become smaller and smaller.The influence of pore structure characteristics on mechanical dispersion is greater than on molecule diffusion.
Keywords:pollutant  migration process of pollutant  pore size distribution  sand column experiment  dispersion parameter  tracer reagent
点击此处可从《水资源与水工程学报》浏览原始摘要信息
点击此处可从《水资源与水工程学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号