基于三种过街方式的两相位信号交叉口延误

doi:10.13229/j.cnki.jdxbgxb20210258

Abstract

Abstract:

To find the way of crossing intersections efficiently with the least delay per capita at two-phase intersection， three delay models of non-motor vehicle such as traditional crossing， second crossing and motor vehicle parking line moving backward are established by arrival-departure curve and Webster motor vehicle delay model. The relationship between per capita delay of three kinds of non-motor vehicle crossing the street and the traffic flow is described by taking the per capita delay the discriminant criteria. By contrasting average delay of three kinds of motor vehicles crossing street and taking the minimum delay as the optimum crossing way， the critical value of the traffic flow is obtained， which can provide the reference for choosing valuable way of non-motor vehicles crossing the intersection.

Key words: engineering of communication and transportation system, non-motor vehicles, crossing intersection, delay analysis, delay model

CLC Number:

U491

Tian-jun FENG,Xue-lu SUN,Jia-sheng HUANG,Xiu-juan TIAN,Xian-min SONG. Two-phase signal intersection delay based on three crossing modes[J].Journal of Jilin University(Engineering and Technology Edition), 2022, 52(3): 550-556.

Figures/Tables 11

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非机动车到达率q_b/（bike?h^-1）	传统过街	停车线后移		二次过街
非机动车到达率q_b/（bike?h^-1）	d₁/s	L_d/m	d₂/s	d₃/s
1300	8.57	-	-	10.54
1600	9.32	-	-	11.59
1900	10.30	-	-	12.93
2200	11.61	-	-	14.67
2500	13.40	2.40	10.45	17.01
2800	15.95	3.39	12.15	20.30
3100	19.78	4.87	14.81	25.20
3400	26.13	7.32	19.32	33.23
3700	38.27	12.10	28.00	48.48

非机动车到达率q_b/（bike?h^-1）	传统过街	停车线后移		二次过街
非机动车到达率q_b/（bike?h^-1）	d₁/s	L_d/m	d₂/s	d₃/s
1300	8.92	-	-	11.02
1600	9.61	-	-	11.96
1900	10.53	-	-	13.18
2200	11.78	-	-	14.80
2500	13.50	2.40	12.84	17.01
2800	15.95	3.39	14.71	20.12
3100	19.66	4.87	17.72	24.81
3400	25.82	7.32	22.78	32.52
3700	37.62	12.10	32.55	47.20

非机动车到达率q_b/（bike?h^-1）	传统过街	停车线后移		二次过街
非机动车到达率q_b/（bike?h^-1）	d₁/s	L_d/m	d₂/s	d₃/s
1300	9.42	-	-	11.94
1600	10.07	-	-	12.77
1900	10.95	-	-	13.88
2200	12.15	-	-	15.38
2500	13.82	2.40	15.59	17.46
2800	16.21	3.39	17.72	20.45
3100	19.86	4.87	21.07	24.97
3400	25.91	7.32	26.76	32.46
3700	37.52	12.10	37.78	46.76

非机动车到达率q_b/（bike?h^-1）	传统过街	停车线后移		二次过街
非机动车到达率q_b/（bike?h^-1）	d₁/s	L_d/m	d₂/s	d₃/s
1300	10.08	-	-	13.41
1600	10.69	-	-	14.13
1900	11.54	-	-	15.12
2200	12.72	-	-	16.50
2500	14.36	2.40	18.96	18.46
2800	16.74	3.39	21.34	21.33
3100	20.35	4.87	25.11	25.74
3400	26.37	7.32	31.55	33.10
3700	37.94	12.10	44.02	47.20

入口方向	高峰时段流量		平峰时段流量		低峰时段流量
入口方向	q_c/（veh?h^-1）	q_b/（bike?h^-1）	q_c/（veh?h^-1）	q_b/（bike?h^-1）	q_c/（veh?h^-1）	q_b/（bike?h^-1）
东进口	962	2833	556	2257	357	1086
西进口	957	2724	607	2117	296	1127
南进口	1068	2918	683	2209	328	968
北进口	1035	2954	627	1903	403	1035

Two-phase signal intersection delay based on three crossing modes

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