Traffic Queueing Analysis on Chord Road, Vijayanagar, Bengaluru using PTV Vissim Software
Ramkrishna Jagali, Reva ITM, Bengaluru
Traffic volume, Traffic queue, Queue length, Queue delay, Signalized intersection, PTV Vissim
Urban advancement is a noteworthy issue in metropolitan domains in the country, with enormous impact on economy, travel conduct, land utilize, and purpose behind uneasiness for some drivers. Bangalore today is a standout among the most taken care of urban communities in the country with the great improvement in the IT business and the increase in the amount of openings for work in the city. With the expansion in populace, there is a relating increase in number of vehicles in the city and enormous increment in the interest in area. In Bangalore there is a problem in extension for streets development and the need to utilize existing streets for smooth development of vehicles. These problems get to be compulsory for the organization to assure better parking facilities. Due to increase in the traffic, the waiting time at the signalized intersections increases. In order to minimize the waiting time, the PTV Vissim software is used and models were developed and proposals were made.
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[1] Shuguo Yang, Xiaoyan Yang., “The Application of the Queuing Theory in the Traffic Flow of Intersection”, World Academy of Science, Engineering and Technology International Journal of Mathematical, Computational, Physical, Electrical and Computer Engineering Vol:8, No:6, 2014
[2] Anusha, C. S., Ashish Verma, and G. Kavitha. "Effects of Two-Wheelers on Saturation Flowat Signalized Intersections in Developing Countries", Journal of Transportation Engineering, 2013.
[3] Ahmad Sadegh and A. Essam Radwan, (1988) “Comparative Assessment Of 1985 Hcm Delay Model” Journal of Transportation Engineering, Vol. 114, No. 2, March, 1988.
[4] Ali Payidar Akgungor and A. Graham R. BULLEN (2007), “A New Delay Parameter for Variable Traffic Flows at Signalized Intersections”, Turkish J. Eng. Env. Sci. 31 (2007), 61 – 70. ©T¨UB˙ITAK
[5] P.S. Suresh, C .Krishna Kumar, and K. V. Krishna Roa (2004), Delay model for real time ATC in heterogeneous traffic conditions, Strategies in traffic engineering and management (STEM-2004) paper.
[6] Lian Xue, Minghui Wu, Hui Yan., “Study of Vehicle Characteristics of Signalized Intersection based on Queuing Theory”, WSEAS TRANSACTIONS on MATHEMATICS, November 2010.
[7] Hossain, M.. "Estimation of saturation flow at signalised intersections of developing cities: a micro-simulation modelling approach", Transportation Research Part A, 200102.
[8] Guoqiang Zhang. "Study on Saturation Flow Rates for Signalized Intersections", 2009 International Conference on Measuring Technology and Mechatronics Automation, 04/2009.
[9] Ragab M. Mousa (2002), “Accuracy of Stopped Delay Measured by Stopped-Vehicle Counts Method” Journal of Transportation Engineering, Vol. 128, No. 5, September 1, 2002. ©ASCE,
[10] Kim, Sang-Ock, and R. F. Benekohal. "Comparison of Control Delays from CORSIM and the Highway Capacity Manual for Oversaturated Signalized Intersections", Journal of Transportation Engineering, 2005.
[11] Pal, Sudipta, and Sudip Kr Roy. "Impact of Roadside Friction on Travel Speed and LOS of Rural Highways in India", Transportation in Developing Economies, 2016.
[12] Sonu, Mathew, Ashish Dhamaniya, Shriniwas Arkatkar, and Gaurang Joshi. "Time occupancy as measure of PCU at four legged roundabouts", Transportation Letters, 2016.
Paper ID: GRDJEV01I090067
Published in: Volume : 1, Issue : 9
Publication Date: 2016-09-01
Page(s): 14 - 19
Published in: Volume : 1, Issue : 9
Publication Date: 2016-09-01
Page(s): 14 - 19