Table 2.

Analysis of the correlation and source of variance between the IMF, residual function, and traffic flow ratio data.

	Cycle	Kendal coefficient	Pearson coefficient	Variance	% of original Variance
Original				0.0387
IMF 1	7	0.204*	0.462**	0.0146	36.85%
IMF 2	45	0.612*	0.793**	0.0238	60.07%
IMF 3	45	0.341*	0.423**	0.0011	2.78%
Residual		0.212*	0.401**	1.17e-4	0.30%
All					100%

* Significantly correlated under the 0.1 level, **, significantly correlated under the 0.05 level.