Calibration and Validation of Micro-simulation (S-Paramics) Model for Merging Sections
DOI:
https://doi.org/10.3759/ttea.v3i1.2834Abstract
Recently, simulation models have been widely used across the world in terms of evaluation of the performance of different traffic facilities, such as normal sections, intersections, roundabout, etc., the economic evaluation and safety evaluation. To examine the accuracy and versatility of micro simulation programmes such as S-Paramics when modelling highways, is by calibrating and then validating the model against real life data taken from loop detectors. In this study, a merging section has been modelled using S-Paramics. Then, this modelled section was calibrated and validated by real data taken from loop detectors located in the merging area in the Manchester city. According to the statistical tests, the results of calibration and validation show acceptable behaviour between the simulation model and the reality. The graphical representation indicates that this model is more suitable for normal section than merging section
References
Choudhury CF. Modeling Driving Decisions with Latent Plans. PhD Thesis, Massachusetts Institute of Technology, USA. 2007.
Shen J, Li W, Qiu F, et al. Capacity of Freeway Merge Areas with Different On-Ramp Traffic Flow. Traffic & Transportation. 2015; 27(3): 227–235p.
Kotsialos A, Papageorgiou M. The Importance of Traffic Flow Modelling for Motorway Traffic Control. Netherlands: Networks and Spatial Economics; 2001; 179–203p.
Clark J, Daigle G. The Importance of Simulation Techniques in ITS Research and Analysis. Proceedings of the 1997 Winter Simulation Conference, USA. 1997.
Hounsell N, McDonald M. An Investigation of Flow Breakdown and Merge Capacitv on Motonrays. Contractor Report 338, Transport Research Laboratory, UK. 1992.
Wikipedia, GEH, (Online). Available: http://en.wikipedia.org/wiki/GEH (13-08-2015).
Chu L, Liu HX, Recker W, et al. Development of a Simulation Laboratory for Evaluating Ramp Metering Algorithms. Institute of Transportation Studies, University of California. 2001.
Allen BL, Gunter MA, Hall FL. Empirical Analysis of Freeway Flow-Density Relationships. Department of Civil Engineering, McMaster University. 1985.
Hall FL, Montgomery FO, Smith WS. Comparing the Speed-Flow Relationship for Motorways with New Data from the M6. Department of Civil Engineering, McMaster University. 1995.
Hounsell NB, Salter RJ. Highway Traffic Analysis and Design 3rd Edn. Hampshire: Macmillan Press Ltd.; 1996.
Downloads
Published
Issue
Section
License
Declaration and Copyright Transfer Form
(to be completed by authors)
I/ We, the undersigned author(s) of the submitted manuscript, hereby declare, that the above manuscript which is submitted for publication in the STM Journals(s), is not published already in part or whole (except in the form of abstract) in any journal or magazine for private or public circulation, and, is not under consideration of publication elsewhere.
- I/We will not withdraw the manuscript after 1 week of submission as I have read the Author Guidelines and will adhere to the guidelines.
- I/We Author(s ) have niether given nor will give this manuscript elsewhere for publishing after submitting in STM Journal(s).
- I/ We have read the original version of the manuscript and am/ are responsible for the thought contents embodied in it. The work dealt in the manuscript is my/ our own, and my/ our individual contribution to this work is significant enough to qualify for authorship.
- I/We also agree to the authorship of the article in the following order:
Author’s name
1. ________________
2. ________________
3. ________________
4. ________________
| We Author(s) tick this box and would request you to consider it as our signature as we agree to the terms of this Copyright Notice, which will apply to this submission if and when it is published by this journal. |