Optimal Airport Surface Traffic Planning Using Mixed-Integer Linear Programming

Table 1

The line element lengths and the number of periods needed to cover the elements with different taxi speeds.

From node	To node	Distance (meters)	Periods at 16 m/s	Periods at 8 m/s
N01	N02	100	1	2
N01	N14	250	2	4
N01	N16	100	1	2
N02	N03	300	2	4
N02	N17	100	1	2
N03	N04	200	2	3
N04	N05	200	2	3
N05	N06	100	1	2
N05	N20	100	1	2
N05	N07	200	2	3
N07	N08	250	2	4
N08	N09	200	2	3
N09	N23	100	1	2
N09	N27	200	2	3
N09	N10	200	2	3
N10	N11	100	1	2
N11	N12	200	2	3
N11	N23	200	2	3
N12	N13	200	2	3
N13	N15	100	1	2
N13	N16	250	2	4
N13	N14	100	1	2
N16	N17	100	1	2
N16	N25	100	1	2
N17	N26	100	1	2
N17	N18	200	2	3
N18	N19	100	1	2
N19	N20	200	2	3
N20	N21	100	1	2
N21	N22	150	1	2
N22	N23	200	2	3
N23	N24	100	1	2
N27	N28	200	2	3