Analysis of traffic density onthree-way junction in Jalan Sukabangun 2 using Vissim simulations model

 
 
 
  • Abstract
  • Keywords
  • References
  • PDF
  • Abstract


    VISSIM is a Simulations model which means a city traffic simulation model. VISSIM is a simulation software used by professionals to create simulations from dynamic traffic scenarios before making real plans. This research was conducted to determine how traffic performance and traffic performance optimization at the junctions between the existing conditions and the Vissim program caused by congestion. An effective method for overcoming non-jammed junctions can be made using the VISSIM method. This study was conducted at THREE-WAY JUNCTION in Jl. Sukabangun 2 (South) - Jl. R.A Abusamah (West) - Jl. Sukabangun 2 (Utara) - Jl. BeringinSukabangun 2 (East). In this study, three variations were used, namely the traffic light method, the method of forbidden turning right, and the method of dividing the road and turning signs. The results of PTV Vissim simulation showed that the traffic light method has a quite high queue length, namely 79m compared to the existing condition of 63m, for the vehicle delay in this method is 98.954s. On the method of forbidden turning right from the direction of Jl. BeringinSukabangun 2 (East) has a low queue length of 0.287m compared to the existing condition of 63m. The vehicle delay in this method is 13.307s. The method of dividing the road and turning signs, the queue length is quite low at 1.147m compared to the existing condition of 63m. The vehicle delay in this method is 30,169s. The results of the simulation revealed that the most effective method at THREE-WAY JUNCTION in jalanSukabangun 2 is method of forbidden turning right, dividing the roads and turning signs.

     

     


  • Keywords


    Junction; Vissimsoftware; Vehicle Volume; Queue Length.

  • References


      [1] Alamsyah, A. A. 2003. RekayasaJalan Raya. Malang: UniversitasMuhammadiyah.

      [2] Direktorat Jenderal Bina Marga. 1997. Manual Kapasitas Jalan Indonesia (MKJI). Jakarta: Bina Marga.

      [3] Fellendorf, M. and Vortisch P. 2001. Validation of the Microscopic Traffic Flow model VISSIM indifferent RealWorld Situations. 80thAnnual MeetingTransportationResearch Board of theNationalAcademies, Washington, D.C.

      [4] Gomes, G., May, A., Horowitz, R.,2004. Congested freewaymicrosimulation model usingVISSIM. Transp. Res. Rec. J.Transp. Res. Board 71–81.https://doi.org/10.3141/1876-08.

      [5] Indonesia, P.R., 2004. Undang-UndangNomor 38 Tahun 2004 TentangJalan. Jkt. Sekr. Negara Indonesia.

      [6] Khisty, C. Jotin dan B. Kent Lall. 2005.Dasar-dasar Rekayasa Transportasi. Jakarta: Erlangga.

      [7] Manjunatha, Pruthvi, et al. 2012.Methodology for The Calibration ofVissim in Mixed Traffic. Bombai:IIT Bombay.

      [8] Muliani, Andi Rahma. 2017.Mikrosimulasi Lalu Lintas PadaSimpang Tiga Tak Bersinyal denganSoftware Vissim. Makassar:Universitas Hasanuddin.

      [9] Nurjannah (2015) Jurnal MikrosimulasiMixed Traffic pada simpangbersinyal dengan perangkat lunakVISSIMPTV Group. 2015. PTV Vissim 8 User.

      [10] Manual. Karlsruhe: PTV APurwanto, Edi. 2014. Karakteristik ArusLalu Lintas. Tegal.

      [11] Tamin, O. Z. 2000. Perencanaan danPemodelan Transportasi. Bandung:ITB.

      [12] Yulianto, Budi dan Setiono. 2013.Kalibrasi dan Validasi Mixed TrafficVissimModel. Surakarta:Universitas Sebelas Maret.


 

View

Download

Article ID: 31573
 
DOI: 10.14419/ijet.v10i2.31573




Copyright © 2012-2015 Science Publishing Corporation Inc. All rights reserved.