中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Numerical study on the influence of geometrical parameters on natural convection cooling effect of the crushed-rock revetment

文献类型:期刊论文

作者Zhang MingYi; Cheng GuoDong; Li ShuangYang
刊名SCIENCE IN CHINA SERIES E-TECHNOLOGICAL SCIENCES
出版日期2009-02-01
卷号52期号:2页码:539-545
关键词crushed-rock revetment geometrical parameter Nu number convection pattern cooling effect
ISSN号1006-9321
DOI10.1007/s11431-008-0329-9
通讯作者Zhang MingYi(myzhang@lzb.ac.cn)
英文摘要The crushed-rock revetment, considered as a highly porous medium, is often applied to embankment slope to protect the underlying permafrost and ensure the thermal stability of roadway in permafrost regions. In this paper, in order to increase and optimize the cooling capacity of crushed-rock revetment in cold regions roadway engineering, based on the thermal convection theories, the practical geometry and the temperature characteristics of in-situ crushed-rock revetment, convective pattern and cooling effect of crushed-rock revetment are numerically studied, with a thickness of 1.0 m under different geometrical parameters, e.g. sloped angle and aspect ratio. The results indicate that, with a thickness of 1.0 m and a temperature difference of 10.0 A degrees C between top and bottom boundaries, due to the existence of natural convection, the effective thermal conductivity of crushed-rock revetment can be increased and the thermal "semi-conductor" characteristics are endowed. However, the convective pattern changes with the variation of the sloped angle, namely, with the increase of the sloped angle, the convection cell number decreases; furthermore, when the flow changes from various cells to a single cell at a sloped angle, the Nu number is the smallest and the cooling effect is the worst, therefore, the corresponding sloped angle is considered as the worst cooling sloped angle. Besides, with the increase of the aspect ratio, the worst cooling sloped angle increases and tends to 32A degrees, also approaching to the in-situ crushed-rock revetment angle 33.7A degrees. Therefore, when the crushed-rock revetment embankment is too high, that is to say, the aspect ratio of the sloped crushed-rock revetment is too large, some measures should be taken to enhance its cooling effect, which have been researched and discussed in this paper. It is hoped that some scientific references can be supplied to the design and maintenance of the crushed-rock revetment embankment in cold regions.
收录类别SCI
WOS关键词QING-TIBET RAILWAY ; PERMAFROST REGIONS ; POROUS LAYER ; EMBANKMENTS
WOS研究方向Engineering ; Materials Science
WOS类目Engineering, Multidisciplinary ; Materials Science, Multidisciplinary
语种英语
WOS记录号WOS:000263116700035
出版者SCIENCE PRESS
URI标识http://www.irgrid.ac.cn/handle/1471x/2556227
专题寒区旱区环境与工程研究所
通讯作者Zhang MingYi
作者单位Chinese Acad Sci, Cold & Arid Reg Environm & Engn Res Inst, State Key Lab Frozen Soil Engn, Lanzhou 730000, Peoples R China
推荐引用方式
GB/T 7714
Zhang MingYi,Cheng GuoDong,Li ShuangYang. Numerical study on the influence of geometrical parameters on natural convection cooling effect of the crushed-rock revetment[J]. SCIENCE IN CHINA SERIES E-TECHNOLOGICAL SCIENCES,2009,52(2):539-545.
APA Zhang MingYi,Cheng GuoDong,&Li ShuangYang.(2009).Numerical study on the influence of geometrical parameters on natural convection cooling effect of the crushed-rock revetment.SCIENCE IN CHINA SERIES E-TECHNOLOGICAL SCIENCES,52(2),539-545.
MLA Zhang MingYi,et al."Numerical study on the influence of geometrical parameters on natural convection cooling effect of the crushed-rock revetment".SCIENCE IN CHINA SERIES E-TECHNOLOGICAL SCIENCES 52.2(2009):539-545.

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来源:寒区旱区环境与工程研究所

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