Queue Intensity Adaptive Signal Control for Isolated Intersection Based on Vehicle Trajectory Data
Table 2
Parameters for the case study.
Movement
(m/s)
WBT
0.002
100
−0.37
WBL
0.003
100
−0.63
EBT
0.003
111
−0.37
EBL
0.004
100
−0.64
NBT
0.01
135
−1.06
NBL
0.002
100
−0.16
SBT
0.01
142
−1.42
SBL
0.003
111
−0.4
Notes: the following parameters have the same values for all the movements: m/s, m/s, m/s, s, s, s, s, m, and ;,, and are parameters for KF, see [28], for details; ,,,, and are measured from a presimulation based on volumes in Table 1 and original signal control.
