I'm in the process of designing a long distance pumping system for sand-cement-flyash-brine backfill material for an underground mine. I have experience in pumping non-newtonian cement slurries containing cement-flyash-brine without the sand content at LOW flowrates in smaller diameter lines (the pressure drop was similar to that experienced with a Newtonian fluid). Does anyone have experience with similar systems and can help me verify pressure drops in my line at higher velocity with the increased viscosity induced by the sand component? Any other knowledge on backfill pumping would be greatly appreciated as well!
Material Specs as follows
Pipeline: 3.8 inch ID, carbon steel, 15,000ft, 110 usgpm, 3.09 ft/s
Backfill: Flyash, Portland cement, sand and brine (18, 7, 58, 17% by weight, respectively). d50 of sand = 0.608 mm. SG mixture = 2.06