Modified Motor Vehicles Travel Speed Models on the Basis of Curb Parking Setting under Mixed Traffic Flow

Table 5

The relative observational data of the Beiting laneway.

No.	Saturation of the motor vehicles	Saturation of the same direction nonmotorized vehicles	Saturation of the counter direction nonmotorized vehicles	The time influence rate 𝑅𝑇	The observation speed (veh/h)
symbol	𝑞/𝑐	𝑞𝑏/𝑐𝑏	𝑞^′𝑏/𝑐^′𝑏	𝑅𝑇	𝑉
1	0.11	0.29	0.19	0.07	18.03
2	0.12	0.53	0.59	0.01	6.63
3	0.15	0.88	0.23	0.18	3.99
4	0.15	0.22	0.7	0.07	9.05
5	0.16	0.46	0.3	0.13	9.24
6	0.27	0.6	0.86	0.13	1.44
7	0.29	0.48	0.09	0.02	8.77
8	0.37	0.38	0.91	0.21	2.1
9	0.39	0.11	0.3	0.12	7.81
10	0.49	0.49	0.59	0.13	5.17
11	0.55	0.31	0.81	0.1	6.38
12	0.55	0.48	0.14	0.16	2.46
13	0.61	0.84	0.88	0.04	3.58
14	0.63	0.04	0.26	0.01	7.11
15	0.66	0.51	0.86	0.03	2.66
16	0.69	0.44	0.61	0.18	1.4
17	0.72	0.94	0.29	0.03	1.09
18	0.74	0.97	0.38	0.02	1.67
19	0.82	0.66	0.79	0.09	2.63
20	0.82	0.48	0.33	0.02	3.96
21	0.83	0.66	0.75	0.06	3.51
22	0.89	0.59	0.46	0.05	0.05
23	0.9	0.54	0.53	0.16	1.83
24	0.95	0.16	0.52	0.16	0.25