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A Review on Performance of Toll Plaza by using Queuing Theory

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A Review on Performance of Toll Plaza by using Queuing Theory


A. N. V. Ravindra | Mr. S. Siva Gowri Prasad



A. N. V. Ravindra | Mr. S. Siva Gowri Prasad "A Review on Performance of Toll Plaza by using Queuing Theory" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-6, October 2019, pp.140-143, URL: https://www.ijtsrd.com/papers/ijtsrd28068.pdf

One of the key problems in the study of any stream of traffic system is the analysis of delay. Delay is a more delicate concept. It may be well defined as the difference between the actual travel time on a given section and some ideal travel time of that section. This raises the question as what is the ideal travel time. In practice, the ideal travel time chosen will depend on the situation. There are two particular travel times that seem best suited as benchmarks for assessment with the actual performance of the system. These are the travel times under free flow conditions and travel time at capacity. Most recent research has found that for highway systems, there is reasonably little difference between these two speeds. The analysis of delay normally focuses on the delay when demand exceeds its capacity. Such delay is known as queuing delay, and may be studied by means of queuing theory. This theory involves the analysis which is known as a queuing system, which is composed of a server, a stream of customers who demand service, and a queue or line of customers waiting to be served.

Length of system, Length of queue, queuing theory, waiting time in queue.


IJTSRD28068
Volume-3 | Issue-6, October 2019
140-143
IJTSRD | www.ijtsrd.com | E-ISSN 2456-6470
Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)

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