Modeling for Micro Traffic Flow with the Consideration of Lateral Vehicle’s Influence

Table 8

Comparison of evaluation indexes.

	Mean square deviation			Maximum absolute error			Minimum absolute error
	OVM	Model 1	Model 2	OVM	Model 1	Model 2	OVM	Model 1	Model 2
The 1^st sets	2.6328	2.4439	1.7159	3.1469	2.9731	1.7604	1.6116	1.6270	1.6094
The 2^nd sets	5.2631	4.4345	1.6431	6.7589	6.0942	1.8630	2.1185	1.6717	1.3226
The 3^rd sets	2.5156	0.8557	0.5722	3.7024	1.1396	0.8146	0.7803	0.1869	0.0462
The 4^th sets	3.8783	2.6183	1.3696	6.9491	4.5116	2.4711	0.1439	0.2392	0.1219
Average value	3.5713	2.5881	1.3252	5.1393	3.6796	1.7273	1.1636	0.9312	0.7750