Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65134
DC FieldValue
dc.titleAnalysis of highway bottlenecks
dc.contributor.authorChin, H.C.
dc.date.accessioned2014-06-17T08:13:24Z
dc.date.available2014-06-17T08:13:24Z
dc.date.issued1996
dc.identifier.citationChin, H.C. (1996). Analysis of highway bottlenecks. Proceedings of the Institution of Civil Engineers: Transport 117 (2) : 136-142. ScholarBank@NUS Repository.
dc.identifier.issn0965092X
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65134
dc.description.abstractEngineers have made use of one of two common methods in analysing highway bottleneck problems. These two methods queueing analysis and shock-wave analysis - are compared in this paper. The reasons why there are possible discrepancies in the results from the two methods are suggested. If the problem is compatibly formulated, the two methods give similar results, provided that these results are correctly interpreted. Although shockwave analysis can provide an understanding of the physical length of the moving queue approaching the bottleneck, queueing analysis is still more advantageous in that it is a simpler procedure to apply.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleProceedings of the Institution of Civil Engineers: Transport
dc.description.volume117
dc.description.issue2
dc.description.page136-142
dc.identifier.isiutNOT_IN_WOS
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