Publication:
Evaluation of ramp metering using a microsimulation model for mohammed al-qasim expressway

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Date
2024-09-01
Authors
Al-Zairji Wafaa, Khudhair Luaibi
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Abstract
Traffic congestion in highways posses a real issue that has been considered as a challenging issue for many researchers and authorities, especially in the merging section. Many studies and applications focus on addressing congestion in the merging section. The ramp metering (traffic management) has the highest priority for solving this issue by managing traffic lights in the ramp. The ramp metering technique uses managing algorithms for traffic management control. Simulation softwares, like AIMSUN, VISSIM, PARAMICS, are utilized for design and implementation of microsimulations that reflect highways ramp metering behaviour. This thesis focuses on addressing the issue of traffic congestion in the Mohammad Al-Qasim expressway, located in the capital of Iraq, Baghdad. The Mohammad Al-Qasim expressway features six entrances and exits that span from the northern part of Baghdad to the southern part of Baghdad. Data has been collected for this expressway using fixed video cameras along the route. The AIMSUN simulation software has been verified and validated using the collected data. Geoffrey E. Havers (GEH) analysis was conducted to compare the actual and simulated data. Thus, the simulated data can be relied upon for applying the ramp-metering method. The AIMSUN software has been used to investigate the ramp metering (RM) method for two different strategies. The first type is local ramp metering, while the second is a coordinated ramp metering system. The ALINEA algorithm was used to simulate and apply ramp-metering for both the local RM model and the coordinated RM system. For local RM, the ALINEA is determined by the critical occupancy in the downstream. In the coordinated RM system, the ALINEA algorithm is dependent on the critical occupancy of both the upstream and downstream. The simulated results indicate significant improvements in flow, speed, and occupancy. The flow and occupancy for local RM models have improved from 2.93-6.20 percent in terms of vehicle flow. The improvement in vehicle flow ranges from 4.88 to 34.38 percent for the coordinated RM system. These results demonstrate that the effect of ramp metering has a significant impact on the coordinate RM system. This leads to an increase in expressway capacity. These findings represent a novel study of ramp-metering applied to the Mohammad Al-Qasim expressway in Baghdad, Iraq. These findings are reliable for reasearchers that interested in ramp metering and also institutes of highways for ramp metering realization.
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