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Froth Flotation Bank Recovery & Kinetics Simulator

Kelsall Two-Rate CSTR Model • Residence Time Distribution • Mass Pull & Grade Balances

1. Ore Feed & Slurry Rheology

2. Flotation Bank Geometry & Aeration

3. Kelsall Flotation Kinetics

4. Metallurgical Balance & Kinetic Performance

Overall Bank Recovery
--
Fast: -- | Slow: --
Residence Time (MRT)
--
Per Cell: -- | Total: --
Volumetric Slurry Flow
--
Pulp Density: -- kg/m³
Concentrate Mass Pull
--
Tails Grade: -- %

5. Interactive Flotation Cell Bank & Cumulative Recovery Profile

Fatal Engineering Traps & Industrial Pitfalls

1. Gas Holdup Displacement Blind Spot

Aeration in industrial cells displaces 12% to 18% of tank volume with pressurized micro-bubbles. Calculating pulp retention time using geometric water volume rather than net aerated slurry volume (V_eff = V_tank * (1 - ε_g)) severely overestimates mineral-bubble collision contact time, causing massive recovery loss in downstream cells.

2. Hydraulic Gangue Entrainment Dilution

True flotation relies on hydrophobic bubble attachment, but non-selective water recovery carries ultra-fine gangue (slimes, clays) directly across the froth lip. Operating cells with excessive air flow rates or shallow froth depths creates excessive water recovery, collapsing concentrate grade and overloading downstream cleaner circuits.

3. Froth Crowding & Coarse Particle Detachment

In large flotation tanks (100 m³ to 600 m³), froth travel distance from impeller plume to launder lip is substantial. If launder lip loading exceeds 1.5 to 2.5 t/(h·m), froth stalls, bubble coalescence accelerates, and weakly attached coarse composite particles detach and fall back into the pulp, dropping coarse recovery by 20-30%.

4. Intercell Hydraulic Short-Circuiting & Backmixing

Continuous flotation cells rely on tanks-in-series CSTR kinetics. Improperly baffled dart valves or open intercell weir slots permit significant bypass streams where newly introduced feed short-circuits directly into adjacent cells without entering the impeller shear zone, reducing effective mixing stages from N=6 to equivalent N=3.8.

5. Fast-Fraction Extinction in Scavenger Design

Designers often fit a single global kinetic constant across an entire plant. However, after the first 2-3 rougher cells, the fast-floating fraction (k_fast) is 98% exhausted. The entering scavenger feed consists almost exclusively of the recalcitrant slow fraction (k_slow). Applying rougher kinetics to scavenger banks results in severely undersized scavenger volume.

Frequently Asked Questions

What is the Kelsall two-rate flotation model and why is it superior to first-order single-rate kinetics? +
How does gas holdup affect the true hydrodynamic residence time in flotation cells? +
What is the mathematical relationship between continuous stirred-tank reactor (CSTR) cells in series and batch flotation time? +
How is concentrate mass pull related to feed, concentrate, and tailings grades via two-product formula? +
What distinguishes rougher, scavenger, and cleaner flotation cell operating parameters? +
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