Show simple item record

contributor authorAli S. Al-Ghamdi
date accessioned2017-05-08T21:04:04Z
date available2017-05-08T21:04:04Z
date copyrightAugust 2001
date issued2001
identifier other%28asce%290733-947x%282001%29127%3A4%28289%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37354
description abstractThe headway between vehicles in a traffic stream is of fundamental importance in traffic engineering applications. Previous research in this subject has focused on modeling theoretical distributions for low and medium traffic flow conditions. Yet little research has studied congested traffic conditions—that is, the high traffic flow state. In the same context, there appears to be a lack of clear-cut boundaries for the three flow states (low, medium, and high). This study attempts to determine such boundaries on the basis of traffic conditions observed at the study sites. Although observed headways at arterial sites follow a gamma distribution, distributions that fit freeway headways differ according to the traffic flow state. The Erlang distribution provided a good fit to the observed headways at sites with high traffic flows.
publisherAmerican Society of Civil Engineers
titleAnalysis of Time Headways on Urban Roads: Case Study from Riyadh
typeJournal Paper
journal volume127
journal issue4
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(2001)127:4(289)
treeJournal of Transportation Engineering, Part A: Systems:;2001:;Volume ( 127 ):;issue: 004
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record