Mathematical Model of the Piped Vehicle Motion in Piped Hydraulic Transportation of Tube-Contained Raw Material

Table 1

Calculated parameter values of the average speeds of the piped vehicles.

Dimension of the piped vehicle ( × )	Mass of the transported material /g	Flow discharge /m^3⋅h^−1
150 mm × 50 mm	1,150	40	0.5	0.25	0.0203	0.0180
	1,250	60	0.5	0.25	0.0195	0.0163
150 mm × 60 mm	1,150	40	0.6	0.25	0.0207	0.0183
	1,250	60	0.6	0.25	0.0197	0.0166
150 mm × 70 mm	1,150	40	0.7	0.25	0.0209	0.0186
	1,250	60	0.7	0.25	0.0196	0.0168
100 mm × 70 mm	1,150	40	0.7	0.25	0.0206	0.0186
	1,250	60	0.7	0.25	0.0192	0.0168
100 mm × 80 mm	1,150	40	0.8	0.25	0.0207	0.0189
	1,250	60	0.8	0.25	0.0190	0.0171
150 mm × 50 mm	1,300	50	0.5	0.25	0.0205	0.0183
	1,400	70	0.5	0.25	0.0199	0.0165
150 mm × 60 mm	1,300	50	0.6	0.25	0.0209	0.0185
	1,400	70	0.6	0.25	0.0202	0.0168
150 mm × 70 mm	1,300	50	0.7	0.25	0.0213	0.0189
	1,400	70	0.7	0.25	0.0201	0.0171
100 mm × 70 mm	1,300	50	0.7	0.25	0.0207	0.0188
	1,400	70	0.7	0.25	0.0197	0.0170
100 mm × 80 mm	1,300	50	0.8	0.25	0.0208	0.0190
	1,400	70	0.8	0.25	0.0195	0.0173