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Appendix E
Calculating
minimum fluidising velocity
Details of notations on page 51
Assuming
Reynolds number
< 1
(E-1)
g= 9.81 m/s
2
= 1602 kg/m
3
= 998 kg/m
3
= 0.447
= 0.83 or 0.6
= 0.001 Pa*s
D
p
= Up to 0.5
mm for silica sand
If surface-volume ratio is 0.83, then:
If surface-volume ratio is 0.6:
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water flow
(E-1)
= 1602 kg/m3
= 998 kg/m3
= 0.447
= 0.83 or 0.6
