An Improved CEEMDAN-FE-TCN Model for Highway Traffic Flow Prediction

Table 2

IMF FE and the FE difference of 717490 and 718462.

717490			718462
i	FEi	FEi+1–FEi	i	FEi	FEi+1–FEi
1	1.5412	0.4153	1	0.9249	0.3501
2	1.1259	0.5193	2	0.5748	0.2381
3	0.6066	0.2099	3	0.3367	0.0357
4	0.3967	0.0541	4	0.3010	0.0509
5	0.3426	0.0097	5	0.2501	0.0250
6	0.3329	0.1236	6	0.2251	0.0717
7	0.2093	0.1627	7	0.1534	0.0352
8	0.0466	−0.0075	8	0.1182	0.1039
9	0.0541	0.0363	9	0.0143	0.0073
10	0.0178	0.0128	10	0.0070	0.0054
11	0.0050	0.0036	11	0.0016	0.0013
12	0.0014		12	0.0002