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Traffic signals and signs:

Each control device in the network is assigned a visibility parameter (based on roadway geometry, weather conditions, etc.). When calculating the acceleration rate and making decisions on lane changes, a vehicle checks all the downstream signals and signs (including those in the next link on its path) within its view. Signals and signs are considered as acceleration constraints if the distances within which vehicles have to stop, as mandated or suggested by the signals and signs, are less than or equal to the normal stopping distance:

  equation606

where tex2html_wrap_inline3126 is the distance required for a vehicle with speed tex2html_wrap_inline3076 to decelerate to a stop by applying the normal deceleration rate tex2html_wrap_inline3074 ; tex2html_wrap_inline3132 is a lower bound of the normal stopping distance.

If a viewed control device is within the above distance, the signal is red or yellow and the travel time to the signal is longer than the expected remaining yellow time, the vehicle prepares to stop using the deceleration rate given by:

  equation617

where:

tex2html_wrap_inline3070
deceleration rate to be applied in order to stop before the stop line;
tex2html_wrap_inline3082
distance from the stop line;
tex2html_wrap_inline3076
vehicle n's current speed.

If the state of the control device is blank, green, or yellow and the time headway between the vehicle and the device is shorter than the expected remaining yellow time, the constraint defined by Eq (3.13) is ignored. For a flashing red control (including stop signs), this constraint is considered as the vehicle is approaching the stop line and ignored after the vehicle stops at the stop line. For a flashing yellow control (including the yield sign), a vehicle may need to slow down using the following acceleration rate:

  equation629

where tex2html_wrap_inline3142 is the target speed the driver wishes to use at the given location. tex2html_wrap_inline3142 is either set to the target speed in the lane or determined based on the angle of the turning movement if the signal or sign is at an intersection.

The corresponding acceleration rate for all the viewed signals and signs within the normal stop distance (tex2html_wrap_inline3126) are calculated and the one with the minimum value is used as the signal constrained acceleration rate.

When the state of a traffic signal changes from red to green, a startup delay is added. This delay is a function of the vehicle's position in the queue.

The simulator allows the user to specify probabilities of driver compliance with each type of traffic control. The response to signals discussed above applies only to compliant drivers.


next up previous contents
Next: Incidents: Up: Event Responding Previous: Event Responding

Qi Yang
Wed Feb 26 19:17:06 EST 1997