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If the choice requires authors to revise their manuscript, the authors will be given an opportunity to revise it for 2 weeks. This examine presents a technique to calibrate a site visitors incident simulation model, particularly in a freeway. The queue length was used as the objective of the simulation model calibration in this research. The simulation model was set up utilizing Traffic Simulation Model PTV. VISSIM. Multiple incident durations were simulated, and the generated queue lengths had been in comparison with the noticed queue lengths. The noticed queue lengths had been estimated utilizing the LWR model and shockwave speeds calculated utilizing the sector data. The outcomes confirm that calibrated VISSIM incident model can signify the shockwave propagation speeds and queue size within the occasion of freeway incident.
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