Slurry Feed & Hydrocyclone Geometry
Bradley & Rietema solid-liquid centrifugal classification model
Classification & Discharge Results
Bradley cut-point (d₅₀), solids recovery, and apex discharge regime
Worked Mathematical & Bradley Cut-Point Derivations
Centrifugal separation, hindered settling correction, and partition evaluated live
Per Bradley (1965) and Svarovsky (2000), solid-liquid separation cut-point d₅₀ balances centrifugal Stokes settling against drag from inward liquid radial flow:
1. Hydrocyclone Barrel Diameter & Capacity: Sized for diameter D_c = 10.0 inches (0.254 m) at feed flow Q = 250.0 GPM (56.8 m³/h):
Inlet Velocity v_i = 14.8 ft/s (4.51 m/s)
2. Hindered Settling Slurry Concentration Factor: At feed solids concentration C_v = 12.0%:
3. Bradley Cut-Point Diameter (d₅₀): Particle SG = 2.65 (Δρ = 1,650 kg/m³) and water viscosity μ = 1.0 cP:
4. Underflow Apex Discharge Concentration: Apex orifice diameter d_u = 1.50" (38 mm):
Discharge Regime = Flared Umbrella Spray (Stable central air core)
5 Fatal Traps in Industrial Hydrocyclone Operation
SME Mineral Processing, Bradley, and Weir Minerals slurry engineering rules
When solids mass flow exceeds the physical discharge capacity of the bottom apex (spigot) nozzle, the flared 20°–30° umbrella spray collapses into a solid, cylindrical "rope" of sludge. Roping collapses the central air core and forces coarse, unclassified sand directly out the top overflow nozzle, ruining downstream flotation, leaching, or wastewater filtration within minutes.
Operating hydrocyclones below 10–12 psi (0.7 bar) feed pressure fails to establish the high tangential velocity required for centrifugal acceleration. G-forces drop below 100 Gs, causing the cut-point d₅₀ to drift upwards by 300% (e.g. from 25 μm up to 80 μm). Conversely, operating above 45 psi accelerates abrasive liner scouring without classification benefit.
Particle interaction in dense slurries behaves according to Richardson-Zaki hindered settling. When feed solids concentration exceeds 20% to 25% by volume, apparent slurry viscosity doubles, particle drag increases dramatically, and the effective separation cut-point coarsens significantly. Never size hydrocyclones on clean-water formulas when handling high-density mineral pulps.
Abrasive quartz or mineral slurry continually scours the rubber/ceramic apex orifice. As the spigot wears from 1.5" to 2.2" diameter, the apex discharges excessive excess water, diluting underflow density from 72% solids down to 50% solids. This overloads downstream dewatering screens and centrifuges. Operators must inspect and replace apex liners on a strict caliper schedule.
Discharging the overflow pipe beneath the liquid surface of a receiving tank creates an involuntary siphon vacuum. The suction pulls slurry through the vortex finder without centrifugal retention, sucking coarse solids out the overflow. All hydrocyclone overflow pipes must be vented to atmosphere or terminate with an air break above the receiving tank liquid level.