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The simulation analysis of heavy traffic by using M/M/1 and M/D/1 queueing system / Nur Suzareen Ramli and Nurnajlaa Hanani Hamdan

The increases in number of vehicle might be a reason that traffic congestion occurred especially during peak hours. Thus to overcome this problem, project related to queueing system for heavy traffic is used which focus on queueing time of average output rate, probability that are no users of vehicl...

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Main Authors: Ramli, Nur Suzareen, Hamdan, Nurnajlaa Hanani
Format: Student Project
Language:English
Published: 2018
Subjects:
Mathematical statistics. Probabilities
Data processing
Analysis
Analytical methods used in the solution of physical problems
Online Access:https://ir.uitm.edu.my/id/eprint/49468/1/49468.pdf
https://ir.uitm.edu.my/id/eprint/49468/
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spelling my.uitm.ir.494682021-08-19T05:09:10Z https://ir.uitm.edu.my/id/eprint/49468/ The simulation analysis of heavy traffic by using M/M/1 and M/D/1 queueing system / Nur Suzareen Ramli and Nurnajlaa Hanani Hamdan Ramli, Nur Suzareen Hamdan, Nurnajlaa Hanani Mathematical statistics. Probabilities Data processing Analysis Analytical methods used in the solution of physical problems The increases in number of vehicle might be a reason that traffic congestion occurred especially during peak hours. Thus to overcome this problem, project related to queueing system for heavy traffic is used which focus on queueing time of average output rate, probability that are no users of vehicle, average number of vehicle, average queue length, average staying time and average waiting time. 1n this project, the M/M/1 and MID/I queueing system were applied with data collection of Jalan Rasah, Seremban were selected as our scope of this project. The data was collected based on waiting time of vehicle on traffic during peak hours. The result that obtained in this project is waiting time of M/D/1 is better than M/M/1 queueing system whereas the M/D/1 result is close to average actual of waiting time. Therefore, M/D/1 queueing model is suitable to use for this traffic system. The finding of this project might be useful information to Traffic Service Centre to take action in reducing traffic congestion. 1n the future, the size of the vehicles need to be considered so that an accurate result can be obtained for both queueing systems. 2018 Student Project NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/49468/1/49468.pdf ID49468 Ramli, Nur Suzareen and Hamdan, Nurnajlaa Hanani (2018) The simulation analysis of heavy traffic by using M/M/1 and M/D/1 queueing system / Nur Suzareen Ramli and Nurnajlaa Hanani Hamdan. [Student Project] (Unpublished)
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
topic Mathematical statistics. Probabilities
Data processing
Analysis
Analytical methods used in the solution of physical problems
spellingShingle Mathematical statistics. Probabilities
Data processing
Analysis
Analytical methods used in the solution of physical problems
Ramli, Nur Suzareen
Hamdan, Nurnajlaa Hanani
The simulation analysis of heavy traffic by using M/M/1 and M/D/1 queueing system / Nur Suzareen Ramli and Nurnajlaa Hanani Hamdan
description The increases in number of vehicle might be a reason that traffic congestion occurred especially during peak hours. Thus to overcome this problem, project related to queueing system for heavy traffic is used which focus on queueing time of average output rate, probability that are no users of vehicle, average number of vehicle, average queue length, average staying time and average waiting time. 1n this project, the M/M/1 and MID/I queueing system were applied with data collection of Jalan Rasah, Seremban were selected as our scope of this project. The data was collected based on waiting time of vehicle on traffic during peak hours. The result that obtained in this project is waiting time of M/D/1 is better than M/M/1 queueing system whereas the M/D/1 result is close to average actual of waiting time. Therefore, M/D/1 queueing model is suitable to use for this traffic system. The finding of this project might be useful information to Traffic Service Centre to take action in reducing traffic congestion. 1n the future, the size of the vehicles need to be considered so that an accurate result can be obtained for both queueing systems.
format Student Project
author Ramli, Nur Suzareen
Hamdan, Nurnajlaa Hanani
author_facet Ramli, Nur Suzareen
Hamdan, Nurnajlaa Hanani
author_sort Ramli, Nur Suzareen
title The simulation analysis of heavy traffic by using M/M/1 and M/D/1 queueing system / Nur Suzareen Ramli and Nurnajlaa Hanani Hamdan
title_short The simulation analysis of heavy traffic by using M/M/1 and M/D/1 queueing system / Nur Suzareen Ramli and Nurnajlaa Hanani Hamdan
title_full The simulation analysis of heavy traffic by using M/M/1 and M/D/1 queueing system / Nur Suzareen Ramli and Nurnajlaa Hanani Hamdan
title_fullStr The simulation analysis of heavy traffic by using M/M/1 and M/D/1 queueing system / Nur Suzareen Ramli and Nurnajlaa Hanani Hamdan
title_full_unstemmed The simulation analysis of heavy traffic by using M/M/1 and M/D/1 queueing system / Nur Suzareen Ramli and Nurnajlaa Hanani Hamdan
title_sort simulation analysis of heavy traffic by using m/m/1 and m/d/1 queueing system / nur suzareen ramli and nurnajlaa hanani hamdan
publishDate 2018
url https://ir.uitm.edu.my/id/eprint/49468/1/49468.pdf
https://ir.uitm.edu.my/id/eprint/49468/
_version_ 1709671417612599296
score 13.211869

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