— In studying traffic congestions at toll plazas, a basic model for traffic systems is introduced, which will hopefully contribute towards a longer term solution with the means for explaining and predicting congestions. It is targeted that this can then be followed by a more specific operations research approach, based on a simulation and queuing theory model, with a study on different arrival patterns, generating queue models, and constructing a Markov chain from the queuing systems, which would then provide a better insight towards a more sustainable solution.
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International Journal for Research in Applied Science and Engineering Technology (IJRASET)
In cities where the number of vehicles has consistently expanded faster than the transportation infrastructure available to serve them. More on queuing theory and its crucial application has been discussed in the current study. In Thudiyalur, Gandhipuram, and Periyanaickenpalayam, all in Coimbatore, this research examines the usefulness of queuing theory in the field of traffic management. The concept of traffic intensity is applied to a set of areas in queuing theory in this study.
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In this paper we analyze the comparison of queuing models to vehicular traffic at kanyakumari district in different places.This section introduces the data sources discuss the M/M/1 and M/D/1 queuing models which this article uses to model vehicular traffic could be minimized using queuing theory in kannyakumari district .The result showed that traffic intensity ��< 1.This paper compares the result obtained from both methods and describes how these data collected at various places in Kanyakumari district.
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Transportation Planning and Technology
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This paper sets up the M/M/1 queuing model, analyses the traffic intensity of Palasia intersection (Indore city, India) through analyzing the queuing theory deeply, and uses the model to analyze the settings of the lane and signal timing that is based on a certain degree of accuracy.
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International journal of engineering research and technology
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Traffic congestion has been a serious problem that drivers are facing especially in Calabar – highway by IBB road intersection. In this paper, emphasis is placed on model formation and derivation of some parameters that will help to facilitate the flow of vehicles in this intersection to reduce traffic congestion. The channel considered in this research is multiple queue single servers. We derived variance waiting time of vehicles in the queue and in the system, expected number of vehicles in the queue and in the system waiting for service, expected waiting time of vehicles in the queue and in the system. We also determine the time each vehicle spends in the queue waiting for service and the mean queue length for all the channels in each section. The result shows fair traffic congestion in Calabar – highway by IBB road intersection especially in the morning and evening hours for all the locations.
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International Journal of Sciences
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Arabian Journal for Science and Engineering
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