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CALIBRATION OF MICROSCOPIC TRAFFIC SIMULATION OF URBAN ROAD NETWORK INCLUDING MINI-ROUNDABOUTS AND UNSIGNALIZED INTERSECTION USING OPEN-SOURCE SIMULATION TOOL

dc.contributor.authorYavuz, Mehmet Nedim
dc.contributor.authorOzen, Halit
dc.date.accessioned2026-06-27T15:00:36Z
dc.date.issued2024
dc.description.abstractMicroscopic traffic simulation models offer an effective way to analyze and assess different transportation systems thanks to their efficiency and reliability. As traffic management issues become more prevalent, notably in urban areas, simulation tools enable a significant opportunity to replicate real-world conditions before implementation. Therefore, the calibration of traffic simulation models plays a substantial role in obtaining accurate and confidential results. Nowadays, urban regions are facing the challenge of restricted space for developing traffic solutions. As a consequence of environmental restrictions, the use of mini- roundabouts rather than larger roundabouts is increasing. Based on the given literature review, it is seen that not much attention was given to the complex modeling and calibration of microsimulation models of mini-roundabouts and unsignalized intersections. The objective of this study is to offer the calibration of microscopic traffic simulation of urban road network, including closely located mini-roundabouts and unsignalized intersection. To this end, an open-source tool called SUMO (Simulation of Urban Mobility) was utilized as a simulation environment in this study. The necessary data for developing a microsimulation model in SUMO was gathered using a videography technique. The traffic count data and speed were considered performance measures between field observations and simulation outputs. The routeSampler tool of SUMO, which has recently emerged in the literature, was used to match traffic count data and the corresponding time interval for traffic volume data calibration. The calibration of car-following model parameters using a trial-and-error approach was employed based on mean absolute percent error (MAPE) between simulated speeds and field- measured speeds. According to the findings of the study, the simulation model fulfilled the calibration aims of the FHWA guideline and is suitable for further research.en
dc.description.urihttps://doi.org/10.20858/sjsutst.2024.122.17
dc.identifier.doi10.20858/sjsutst.2024.122.17
dc.identifier.eissn2450-1549
dc.identifier.endpage318
dc.identifier.issn0209-3324
dc.identifier.startpage305
dc.identifier.urihttps://hdl.handle.net/20.500.14981/67092
dc.identifier.volume122
dc.identifier.wos001268883000016
dc.language.isoeng
dc.publisherFAC TRANSPORT SILESIAN UNIV TECHNOLOGY
dc.relation.ispartofSCIENTIFIC JOURNAL OF SILESIAN UNIVERSITY OF TECHNOLOGY-SERIES TRANSPORT
dc.rightsopenAccess
dc.subjectmicroscopic traffic simulation
dc.subjectsumo
dc.subjectcalibration
dc.subjecttrial and error approach
dc.subjectTransportation
dc.titleCALIBRATION OF MICROSCOPIC TRAFFIC SIMULATION OF URBAN ROAD NETWORK INCLUDING MINI-ROUNDABOUTS AND UNSIGNALIZED INTERSECTION USING OPEN-SOURCE SIMULATION TOOL
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

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