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- W633807686 abstract "The capacity of unsignalised intersections is generally based on gap acceptance relationship in which the entering drivers are ass to accept a gap greater than the critical gap and reject all thos less than the critical gap. The entering drivers are assumed to enter the intersection at headways of the follow-on time if the g in the conflicting streams is long. The analysis of unsignalised intersections has been developed from the early work of Tanner an extended by Tanner, Cowan, Troutbeck and others. Others have use M/G/1 process to represent the effect of this gap acceptance behaviour. Others, notably the Swedish Capacity Manual, have use M/G2/1 queueing process to represent behaviour at unsignalised intersections. The M/G2/1 process has two generalised service ti distributionsand is thought to give better results. This paper describes the qualities of the service time distribution and comp the distribution with results considered to be appropriate in the literature. The usefulness of the M/G2/1 distribution over the M/ distribution will be discussed. (a)" @default.
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- W633807686 date "1994-01-01" @default.
- W633807686 modified "2023-09-27" @default.
- W633807686 title "THE DIFFERENCES BETWEEN QUEUEING THEORY AND GAP ACCEPTANCE THEORY" @default.
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