Research on Platoon Dispersion Delay of Traffic Flow considering Coordinated Control

Table 1

Two delay values under different green split.

Signal period (S)	Duration of green light (s)
90	10	25.09410352	1.680896478	16.7294	1.1206
90	15	35.19923292	3.782017076	23.46616	2.52134
90	20	43.67641409	6.723585912	29.11761	4.48239
90	25	50.52564701	10.50560299	33.68376	7.00374
90	30	55.7469317	15.1280683	37.16462	10.08538
90	35	59.34026814	20.59098186	39.56018	13.72732
90	40	61.30565635	26.89434365	40.87044	17.92956
90	45	61.64309632	34.03815368	41.0954	22.6921
90	50	60.35258805	42.02241195	40.23506	28.01494
90	55	57.43413154	50.84711846	38.28942	33.89808
90	60	52.88772679	60.51227321	35.25848	40.34152
90	65	46.7133738	71.0178762	31.14225	47.34525
90	70	38.91107257	82.36392743	25.94072	54.90928
90	75	29.48082311	94.55042689	19.65388	63.03362
90	80	18.4226254	107.5773746	12.28175	71.71825