A level of service scheme for microscopic simulation of pedestrians that integrates queuing, uni-and multi-directional flow situations

European Transport Research Review

An Open Access Journal

Table 2 c₁ and c₂ from different LOS schemes and speed distributions (equal distributions between min and max, except for the lines with v between 0.71 and 1.62 m/s, where an equal mixture of 30–50 year old women and men was assumed with walking speeds according to [22]); densities in [1/m²] and speeds in [m/s]

			f _c	v _min	v _max	c ₁	c ₂
HBS	0.10	1.00	1.05	1.00	2.00	0.17	2.12
			1.05	1.40	1.60	0.17	2.12
			1.05	1.00	1.60	0.14	1.84
			1.05	1.20	1.40	0.14	1.84
			1.05	0.71	1.62	0.13	1.59
			1.10	1.00	2.00	0.17	1.50
			1.01	1.00	2.00	0.17	4.74
Fruin	0.31	0.83	1.05	1.00	2.00	0.89	4.09
			1.05	1.40	1.60	0.89	4.09
			1.05	1.00	1.60	0.77	3.54
			1.05	1.20	1.40	0.77	3.54
			1.05	0.71	1.62	0.67	3.06
			1.10	1.00	2.00	0.89	2.89
			1.01	1.00	2.00	0.89	9.14
HCM	0.18	0.83	1.05	1.00	2.00	0.41	3.11
			1.05	1.40	1.60	0.41	3.11
			1.05	1.00	1.60	0.36	2.69
			1.05	1.20	1.40	0.35	2.69
			1.05	0.71	1.62	0.31	2.33
			1.10	1.00	2.00	0.41	2.20
			1.01	1.00	2.00	0.41	6.95