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Optimized GM(0,N) model with exponential-trigonometric transformations and PSO for queue length prediction at metered
Hong Ki An1, Shanhua Zhang2,3, Seyed Mohammadreza Ghadiri4
1School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, 14300, Nibong Tebal, Pulau Pinang, Malaysia. anhongki77@usm.my.
This study introduces an optimized Grey Model (GM) for predicting traffic queues at metered roundabouts. The enhanced model improves accuracy by considering traffic flow and signal timing, outperforming existing methods.
Area of Science:
- Traffic Engineering
- Transportation Science
- Data Modeling
Background:
- Conventional Grey Models (GM) struggle with time series prediction accuracy due to unconsidered influencing factors.
- Predicting queue lengths at metered roundabouts is crucial for traffic management.
Purpose of the Study:
- To develop an optimized GM(0,N) model for enhanced queue length prediction at metered roundabouts.
- To improve prediction accuracy by integrating traffic entry volume, conflicting flow, and signal timing.
Main Methods:
- An optimized GM(0,N) model was developed, incorporating exponential and trigonometric sequence transformations.
- Particle Swarm Optimization (PSO) was used to determine optimal model parameters.
- The model was validated using real-world data from metered roundabouts in Adelaide, Australia.
Main Results:
- The proposed optimized GM(0,N) model demonstrated superior prediction accuracy compared to An's model, GM(1,1), GM(1,N), and conventional GM(0,N) models.
- Accuracy was assessed using Mean Relative Error (MRE), Root Mean Square Error (RMSE), and Mean Absolute Error (MAE).
- Box plot analyses confirmed the enhanced model's superior performance.
Conclusions:
- The optimized GM(0,N) model offers a more accurate approach to predicting queue lengths at metered roundabouts.
- The model is effective for managing unbalanced roundabout traffic and guiding detector placement.
- Enhanced sequence transformation and parameter optimization are key to improving GM model performance in traffic prediction.
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