Table 1:
Bernoulli model of volumetric flow rate estimated for a 35% sand IP mortar.
Hole diameter (d) in inches
Discharge coefficient (C
d
)
Exit Velocity (m/s)
Volume flow rate (ml/s)
Mass flow rate (g/s)
Density
(g/cm3)
0.5
0.61
2.444
189
380
2.010
0.75
0.61
2.444
425
854
1
0.61
2.444
755
1519