A Node Model Capturing Turning Lane Capacity and Physical Queuing for the Dynamic Network Loading Problem

Table 3

Route departure flow rates in 30 minutes.

		Departure interval
Route	[0,5]	[6,11]	[12,17]	[18,23]	[24,30]
(1)  d–k	600 (pcu/h)	720	730	660	0
(2)  d–i–j–m	450	540	520	450	0
(3)  b–e–h–k	600	720	720	710	550
(4)  b–e–l–n	900	1080	1080	1080	870
(5)  d–g–l–n	1090	1320	1320	1130	0
(6)  a–c–f–k	410	480	510	510	50
(7)  a–c–j–m	1100	1320	1320	1320	140