The invention provides a planar crossroad
signal control optimization method based on a vehicle
queue length. By means of the method, the problem that currently only one
traffic signal control optimization method is adopted and the crossroad
real signal control optimization demands cannot be satisfied is solved. The method comprises the following steps of acquiring the start
queue length lsij of each flow direction of a crossroad when a
green light phase starts and the remaining
queue length leij when the
green light phase stops, wherein, the i is a
signal phase sequence number and can be 1, 2, 3, 4, and j is the
green light flow entry road direction inside the phase and can be E, W, S, N; (2) calculating the acceptable
green time ratio Paij of each flow direction of the crossroad; (3) judging whether the crossroad requires
phase congruency setting and determining the
phase congruency duration if the crossroad requires
phase congruency setting; (4) and optimizing the crossroad
signal timing scheme according to the judgment result in the step (3).