[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]
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双车道公路车头时距分布模型研究及应用()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
29
期数:
1999年第6期
页码:
108-112
栏目:
交通运输工程
出版日期:
2000-11-20

文章信息/Info

Title:
Research of the Headway Distribution Models on Two-Lane Highways and Their Applications
作者:
常玉林 王炜 邓卫 高海龙
东南大学交通学院,南京 210096
Author(s):
Chang Yulin Wang Wei Deng Wei Gao Hailong
Transportation College, Southeast University, Nanjing 210096
关键词:
交通流 通行能力 M3分布 车头时距
Keywords:
traffic flow capacity M3 distribution headway
分类号:
U491
DOI:
10.3969/j.issn.1001-0505.1999.06.024
摘要:
通过对我国城市间大量存在的二级、三级等双车道公路上运行车辆车头时距的研究,提出了一种改进的M3车头时距分布模型; 并讨论了对于采用让路规则管理交通的无信号交叉口,当主车道车流车头时距服从各种不同的分布下时,次车道车流的理论通行能力.
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:

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[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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备注/Memo

备注/Memo:
基金项目:国家“九五”攻关课题《道路通行能力研究》系列论文之一.
第一作者:男,1963年生,博士,副教授.
更新日期/Last Update: 1999-11-20