| Re: [sumo-user] Optimal signal timing |
If you only have one intersection in your network, you can use https://sumo.dlr.de/wiki/Simulation/Output#Aggregated_Traffic_MeasuresIf you need to distinguish multiple intersections, see https://sumo.dlr.de/wiki/Simulation/Output#values_for_junctions_______________________________________________Am Fr., 3. Mai 2019 um 07:21 Uhr schrieb Manh Do Van <manhdv@xxxxxxxxxx>:Dear Users,_______________________________________________I simulated an intersection based on PCU in the intersection. I followed some methodologies and found the new effective green time and cycle length for signal timing at an intersection. And I want to know what is different between the two models (before and after changing signal timing).How could I detect the queueing length and the number of vehicles still stay in front of the stop line?Which parameters can prove the new timing signal is better than existing signal control at the intersection? and how can I calculate them by SUMO?Thank you for your support.Many thanks and Best Regard !
Manh, Do Van ( Mr )
Civil Engineering Faculty
UNIVERSITY OF TRANSPORT AND COMMUNICATIONS
Add: No.3 Cau Giay St, Lang Thuong Ward, Dong Da Dist, Ha Noi Viet NamMobile : +84-972573673
Email: manhdv@xxxxxxxxxx ; manhtracdiaviet@xxxxxxxxx
Website: http://www.utc.edu.vn
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Many thanks and Best Regard !
Manh, Do Van ( Mr )
Civil Engineering Faculty
UNIVERSITY OF
TRANSPORT AND COMMUNICATIONS
Add: No.3 Cau Giay St, Lang Thuong Ward, Dong Da Dist, Ha Noi Viet Nam
Mobile : +84-972573673
Email: manhdv@xxxxxxxxxx ; manhtracdiaviet@xxxxxxxxx
Website: http://www.utc.edu.vn