Hydro-transport (liquid-solid mixture flow through vertical pipes)
D = 40 mm
d 50 = 3.4 × 10 − 3 m
ρ p = 1000 kg / m 3
ν f = 1.004 × 10 − 6 m 2 / s
material = PVC granules
ρ f = 1000 kg / m 3
V m i x = [ 3.06 3.55 4.09 4.55 4.85 5.67 6.36 ]
For C v = 10 %
V m i x = [ 2.97 3.55 4.03 4.58 5.13 5.52 5.81 ]
For C v = 20 %
V t = 0.2011 m / s
C d = 0.44