期刊文献+

污染质在多孔粘土屏障内扩散的实验研究 被引量:2

Experimental study on diffusion of contaminant in porous soil barrier
下载PDF
导出
摘要 污染质的运移主要由三种方式组成弥散、吸咐和衰减转化。弥散主要包括分子扩散和渗透分散。当研究没有渗流或低水流的垃圾场内污染质穿透屏障墙的行为时,可以不考虑分子渗透分散,但必须考虑分子扩散作用。设计了一个有浓度差、无水头差的实验装置,并用量纲分析方法建立了相应的力学数学模型,来分析屏障墙对污染质离子的控制作用,测定了多种离子在粘土介质中运移的扩散系数,验证了Fick第二定律的基本假定,同时还发现了阴离子在土壤中扩散速度普遍比阳离子大的现象,并对此进行了解释,讨论了温度、流程、屏障材料的性质对离子扩散系数的影响。 Contaminant migration is mainly composed of three aspects, that is, dispersion, absorption and decaying transform. Dispersion also includes molecule diffusion and saturated disperse. The experiment has been designed as a kind of model with three rooms. The concentration grad is the only potency to drive the contamination to environmental medium without water head difference between the two filled liquid rooms. By dimension analysis, a mechanical and math model has been established for investigating the law of some ion contaminants changes when they dispersed. The diffusion coefficients of many ions have been determined in the experiment which also proved the basic assumption of Fick's second law. The experiment results also show that the anion disperses more quickly than ion.
作者 黄蔚
出处 《自然灾害学报》 CSCD 北大核心 2005年第3期162-166,共5页 Journal of Natural Disasters
基金 浙江省温州市科技局资助项目(R2001A20)
关键词 扩散系数 屏障墙 粘土 阳离子 阴离子 disparsion coefficient barrier soil ion anion.
  • 相关文献

参考文献5

  • 1余常昭.环境流体力学导论[M].北京:清华大学出版社,1998..
  • 2王晓红,杨天行,李宇.城市生活垃圾淋滤液运移模型问题[J].工程勘察,1998(4):47-50. 被引量:23
  • 3Kofi Adu - Wusu, Whang J M , McDevitt M F. Modification of clay-based waste containment materials [ A ], International Containment Technology Conference[C]. Feb. 9-12, 1997. St. Petersburg, Florida, USA. 665-671.
  • 4Anderson E, Stormont C. Prediction of long-term erosion from landfill covers in the Southwest[ A], International Containment Technology Conference[ C], Feb. 9- 12, 1997. St. Petersburg, Florida, USA. 389-395.
  • 5Barker P, Esnault A, Braithwaite P. Containment barrier at Pride Park, Derby England[ A ]. International Containment Technology Conference [C]. Feb. 9-12, 1997. St. Petersburg, Florida, USA. 95-103.

共引文献25

同被引文献27

  • 1栾茂田,张金利,杨庆.非平衡—非线性吸附情况下填埋场污染物运移分析[J].岩土力学,2004,25(12):1855-1861. 被引量:15
  • 2杜延军,刘松玉,林重德.有明粘土作为垃圾填埋场隔离层的环境岩土工程评价(英文)[J].岩土工程学报,2005,27(10):1215-1221. 被引量:4
  • 3陈云敏,谢海建,柯瀚,唐晓武.层状土中污染物的一维扩散解析解[J].岩土工程学报,2006,28(4):521-524. 被引量:43
  • 4Rowe R K, Quigley R M, Brachman R W L, Booker J R. Barrier systems for waste disposal[M]. London and New York: Spon Press,2004.
  • 5King K S, Quigely R M, Fernandez F, Reades D W, Bacopoulos A. Hydraulic conductivity and diffusion monitoring of the Keele Valley Landfill liners, Maple, Ontario[ J]. Canadian Geotechnical Journal, 1993,30 : 124 - 134.
  • 6Murnro I R P, MacQuarrie K T B, Valsangkar A J, Kan K T. Migration of landfill leachate into a shallow clayey till in southern New Brunswick : A field and modeling investigation [ J ]. Canadian Geotechnical Journal, 1997,34:204 - 219.
  • 7Lake C B, Rowe R K. The 14 -year performance of a compacted clay liner used as a part of a composite liner system for a leachate lagoon[ J]. Geotechnical and Geological Engineering,2005,23:657 - 678.
  • 8Sharholy M, Ahmad K, Mahmood G, Trivedi R C. Municipal solid waste management in Indian cities --A review [ J ]. Waste Management,2008, 28:457 - 467.
  • 9Carter M R. Soil sampling and methods of analysis [ M ]. Canadian society of soil science, Lewis publishers, 1993.
  • 10Zhan L T, Chen Y M, Lin W A. Shear strength characterization of municipal solid waste at the Suzhou landfill, China[ J ]. Engineering Geology, 2008,97:97 - 111.

引证文献2

二级引证文献9

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