[1]常玉林,王炜,邓卫,等.双车道公路车头时距分布模型研究及应用[J].东南大学学报(自然科学版),1999,29(6):108-112.[doi:10.3969/j.issn.1001-0505.1999.06.024] 　Chang Yulin,Wang Wei,Deng Wei,et al.Research of the Headway Distribution Models on Two-Lane Highways and Their Applications[J].Journal of Southeast University (Natural Science Edition),1999,29(6):108-112.[doi:10.3969/j.issn.1001-0505.1999.06.024] 点击复制 双车道公路车头时距分布模型研究及应用() 分享到： var jiathis_config = { data_track_clickback: true };

29

1999年第6期

108-112

2000-11-20

文章信息/Info

Title:
Research of the Headway Distribution Models on Two-Lane Highways and Their Applications

Author(s):
Transportation College, Southeast University, Nanjing 210096

Keywords:

U491
DOI:
10.3969/j.issn.1001-0505.1999.06.024

Abstract:
On the headway research of the two-lane highway in our country, this paper provided the improved M3 headway distribution model. And this paper also discussed, on the unsignalized intersection, the capacities of the inferior lanes when the superior lane’s headway obey different distributions.

参考文献/References:

[1] Cowan R J.Useful headway models.Transportation Research,1975,9:371～375
[2] Sullivan D P,Troutbeck R J.The use of Cowan’s M3 headway distribution for modelling urban traffic flow.Traffic Engineering Control,1994,35:445～450
[3] Akcelik R,Chung E.Calibration of the bunched exponential distribution of arrival headways.Road &amp; Transport Research,1994,3:42～59
[4] Hagring O.A further generalization of Tanner’s formula.Transportation Research-B,1998,32(6):423～429
[5] 孟玉珂.排队论基础及应用.上海:同济大学出版社,1989.47～78

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