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Calibration of Traffic Simulation Models for Non-Circular Roundabouts with Emerging Data


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dc.contributor.advisorZhou, Huaguo
dc.contributor.authorLi, Tonghui
dc.date.accessioned2026-07-23T20:44:14Z
dc.date.available2026-07-23T20:44:14Z
dc.date.issued2026-07-23
dc.identifier.urihttps://etd.auburn.edu/handle/10415/10472
dc.description.abstractNon-circular roundabouts, including elliptical, peanut-shaped, egg-shaped, and turbo roundabouts, are increasingly being adopted across the United States to improve operational efficiency and enhance traffic safety for various intersections. However, existing microsimulation state-level guidance has been developed primarily for conventional circular roundabouts. This leaves a critical research gap regarding how non-circular roundabouts should be accurately modeled and calibrated in PTV VISSIM. This limitation is highly significant because varying entry curvatures, non-circular central islands, and non-uniform circulating paths produce localized driving behaviors that are simply not captured by default simulation parameters. As part of an Alabama Department of Transportation (ALDOT) project, this dissertation develops a robust, data-driven calibration framework for PTV VISSIM roundabout models utilizing emerging high-resolution vehicle trajectory data from drone video. The study evaluated eighteen roundabouts in Alabama, comprising thirteen circular and five non-circular sites. Drone video data were processed using DataFromSky to extract critical microscopic traffic characteristics, including vehicle trajectories, traffic volumes, turning movements, travel speeds, and detailed gap-acceptance behaviors. To support a systematic calibration process, this research implemented an automated randomized grid-search procedure using Python and the VISSIM COM interface. This framework seamlessly automated parameter adjustment, simulation execution, and performance evaluation. Calibration specifically targeted segment-specific speed distributions, approach-specific priority-rule parameters, and the Wiedemann 74 car-following model. Results revealed substantial speed variations both across and within the sites, proving that non-circular roundabouts necessitate multiple localized speed zones. Furthermore, while the default minimum gap time of 3.0 seconds remained effective, minimum clearance values required approach-specific calibration. These calibrated clearance values were significantly higher than VISSIM’s defaults, indicating standard parameters underestimate necessary yielding distances at complex entries. Under the observed traffic conditions, car-following adjustments had a limited impact. Validation demonstrated that the calibrated models achieved improved agreement with field-observed conditions, with all GEH (Geoffrey E. Havers Statistic) values falling below 5.0 and calibrated RMSNE values outperforming default models. Ultimately, this dissertation successfully bridges a vital gap in roundabout microsimulation. By establishing an observation-based calibration methodology, it delivers practical guidelines for ALDOT and provides a highly transferable framework for evaluating the performance of complex, emerging intersection alternatives including non-circular roundabout.en_US
dc.rightsEMBARGO_NOT_AUBURNen_US
dc.subjectCivil and Environmental Engineeringen_US
dc.titleCalibration of Traffic Simulation Models for Non-Circular Roundabouts with Emerging Dataen_US
dc.typePhD Dissertationen_US
dc.embargo.lengthMONTHS_WITHHELD:12en_US
dc.embargo.statusEMBARGOEDen_US
dc.embargo.enddate2027-07-23en_US
dc.contributor.committeeTurochy, Rod
dc.contributor.committeeHe, Pan
dc.contributor.committeeLiu, Luyu
dc.contributor.committeeWang, Jiaqi
dc.creator.orcid0009-0007-0796-4194en_US

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