Research Article
Design of Signal Timing Plan for Urban Signalized Networks including Left Turn Prohibition
| Parameters | Notations | Values |
| Parameter in BPR function | | 0.15 | Parameter in BPR function | | 4 | Number of exit lanes | | 3 | Saturation flow of through movements | | 1900 veh/h | Saturation flow of right turns | | 1615 veh/h | Saturation flow of protected left turns | | 1805 veh/h | Saturation flow of permitted left turns | | by Eq. (12) | Maximum cycle length | | 60 s | Minimum cycle length | | 100 s | Minimum green duration | | 6 s | Intergreen time | | 4 s | Observation time | | 0.25 h |
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