A Noise-Immune Kalman Filter and Modelling forPedestrian Traffic Loads

Table 2

Fitting coefficients on DLF.

	Slopes			Intercepts
	DLFx	DLFy	DLFz	DLFx	DLFy	DLFz
1^st	−0.015	0.01	−0.026	0.0032	0.028	1.139
2^nd	−0.005	−0.004	0.009	−0.1	0.004	0.013
3^rd	−0.002	0.002	0.05	0.005	0.006	0.19
4^th	−0.0003	−0.004	−0.03	−0.033	0.005	0.068
5^th	0.013	−0.001	−0.028	−0.011	−0.005	0.012
6^th	0.006	−0.002	−0.038	−0.0021	0.002	0.07