Dear all,

I am currently simulating the traffic conditions around an expressway ramp,
but the simulated situation has always been very different from the real
phenomenon. I have tried to adjust many traffic flow parameters, such as
lcKeepRight, cSpeedGain, lcStrategic, lcLookaheadLeft,
lcCooperativeRoundabout... etc., but the effect it is still not as
expected.  I would appreciate if anyone can give me some suggestions on
parameter adjustment, the following is an explanation of the problems:


   - Characteristics of this intersection: After passing this intersection,
   vehicles will enter the highway ramp entrance.
   - This intersection has 3 lanes before passing the intersection, and
   there are only 2 lanes after passing the intersection. In reality, the
   outer two lanes will slowly converge after entering the intersection and
   entering the outside lane (It has been set through CONNECTION MODE in
   the road network editing, as shown in Figure 1 <Figure 1:
   https://drive.google.com/file/d/15us8UXjKEckBnzszoShHVUoeXO_P1tv3/preview>).
   However, in the simulation, the vehicle will have too much comity in order
   to avoid collisions, resulting in very low efficiency at the intersection.
   - Many vehicles will use the inner lane to pass through the
   intersection, then change lanes to the outside lane, and finally enter the
   ramp, similar to the trajectory of Figure 2
   
<https://drive.google.com/file/d/1dLTqT21B-SHwWxQwGovci6YFbkAa0vGO/view?usp=sharing>.
   But in the situation I simulated, the vehicle will drive in the outside
   lane before passing the intersection. Few vehicles behave the same as the
   above, and this is also different from the real environment. I tried to
   adjust lcStrategic or other parameters, but the effect is still limited.

Attached to the letter are images of the current situation and simulated
videos (real
<https://drive.google.com/file/d/1dLZggkez1gbTXK_Wd3x9-YFfMC5ndJfy/view>,
simulated
<https://drive.google.com/file/d/1dLdJ78PKxnPP6o1HIY219K72OCvozdQ4/view>).
It can be found that at the same green light time, the number of vehicles
passing through the intersection is very different, and many vehicles use
the inner lane to pass through the intersection, then change to the outer
lane, and finally enter the ramp.  I would appreciate it if anyone can give
me some suggestions on parameter adjustment, thank you!


Figure 1 (Comparison of actual conditions and simulated road networks):

https://drive.google.com/file/d/15us8UXjKEckBnzszoShHVUoeXO_P1tv3/preview

Figure 2 (In the real environment, the lane change trajectory and position
of the vehicle before entering the ramp)

https://drive.google.com/file/d/1dLTqT21B-SHwWxQwGovci6YFbkAa0vGO/view

Video (real environment traffic flow)
https://drive.google.com/file/d/1dLZggkez1gbTXK_Wd3x9-YFfMC5ndJfy/view?usp=sharing

Video (simulated  traffic flow)
https://drive.google.com/file/d/1dLdJ78PKxnPP6o1HIY219K72OCvozdQ4/view?usp=sharing



Sincerely

Tony Kuo
_______________________________________________
sumo-user mailing list
[email protected]
To unsubscribe from this list, visit 
https://www.eclipse.org/mailman/listinfo/sumo-user

Reply via email to