Capacity of Non-Signaled Intersection on Condition of Ice-and-Snow

Abstract:

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Traffic characteristic on the conditions of ice-and-snow road performance is quite complex and that seriously influenced the capacity of non-signaled intersection. This paper comparatively analyzed the critical gap and headway on the condition of ice-and-snow or normal, and then analyzed the capacity of non-signaled intersection by the acceptability gap theory, and put forward the headway modify coefficient and the non-signaled intersection capacity modify coefficient for ice-and-snow. The results are the complementarities of traffic flow characteristic on ice-and-snow condition, and they are useful for directing setting traffic engineering facilities in the cold zone.

Info:

Periodical:

Advanced Materials Research (Volumes 361-363)

Edited by:

Qunjie Xu, Honghua Ge and Junxi Zhang

Pages:

1901-1904

DOI:

10.4028/www.scientific.net/AMR.361-363.1901

Citation:

C. Y. Mao et al., "Capacity of Non-Signaled Intersection on Condition of Ice-and-Snow", Advanced Materials Research, Vols. 361-363, pp. 1901-1904, 2012

Online since:

October 2011

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Price:

$35.00

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