[sumo-user] Optimal signal timing

[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 Nam

Mobile : +84-972573673

Email: manhdv@xxxxxxxxxx ; manhtracdiaviet@xxxxxxxxx

Website: http://www.utc.edu.vn