Some observed queue discharge features at a freeway bottleneck downstream of a merge

被引:44
作者
Bertini, RL
Cassidy, MJ
机构
[1] Portland State Univ, Dept Civil Engn, Portland, OR 97207 USA
[2] Univ Calif Berkeley, Dept Civil & Environm Engn, Berkeley, CA 94720 USA
[3] Univ Calif Berkeley, Inst Transportat Studies, Berkeley, CA 94720 USA
关键词
Discharge (fluid mechanics) - Queueing theory - Traffic control;
D O I
10.1016/S0965-8564(01)00030-1
中图分类号
F [经济];
学科分类号
02 ;
摘要
Details of traffic evolution were studied upstream and downstream of a freeway bottleneck located near a busy on-ramp. It is shown that on certain days the bottleneck became active upon dissipation of a queue emanating from somewhere further downstream. On such occasions, the bottleneck occurred at a fixed location, approximately one kilometer downstream of the merge. Notably, even after the dissipation of a downstream queue, the discharge flows in the active bottleneck were nearly constant, since the cumulative counts never deviated much from a linear trend. The average bottleneck discharge flows were also reproducible from day to day. The diagnostic tools used in this study were curves of cumulative vehicle arrival number versus time and cumulative occupancy versus time constructed from data measured at neighboring freeway loop detectors. Once suitably transformed, these cumulative curves provided the measurement resolution necessary to observe the transitions between freely flowing and queued conditions and to identify some important traffic features. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:683 / 697
页数:15
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