Feed characteristics: | Particle size distribution, solids concentration, slurry viscosity, flocculant response and specific gravity all impact settling behaviour and thickener sizing. |
Throughput and tonnage: | The nominal feed flow rate (m³/h) or solids tonnage determines the diameter, depth and number of units required. |
Settling rate and design area | The required clarifier area (m²) is often sized based on an overflow rate (m³/m²/h) derived from settling tests. |
Underflow density target: | The desired underflow solids concentration (e.g., % solids by mass) influences bed height, rake torque, underflow exit design and required rake mechanism. |
Tank geometry and depth | Deeper tanks can provide longer settling distances and higher capacity, but may require greater structural strength and increased capital cost. |
Rake mechanism and torque: | The rake drive must be sized to handle the drag of settled solids, sliding interface and rake friction, especially under heavy solids load. |
Flocculants and polymer dosing: | If flocculation is used, polymer selection, dose rate, mixing and tailing load must be considered to ensure reliable performance. |
Overflow clarity and water recovery: | The design must clearly separate settlement zone and flocculated solids from overflow to achieve high clarity and water recycle (often 65 % to 95 % or more). |
Wear, scale and fouling: | The thickener tank bottoms, rake arms, drives and feedwell must be designed for wear from abrasive slurries, scouring flows and possible scaling from flocculants/chemicals. |
Instrumentation and control: | Bed level sensors, rake torque monitors, underflow density measurement, overflow clarity monitoring and automated controls improve stability. |
Tank diameter: | ~20 to 60 m (large plant) | Smaller units may be <10 m |
Tank depth (solid + overflow zone): | ~5 to 15 m | Deeper gives longer settling distance |
Overflow rate / surface loading: | ~0.3 to 2.0 m³/m²/h | Depends on feed conditions |
Underflow solids concentration: | ~25 % to 60 % by mass | Target depends on downstream process |
Rake drive torque: | Sized per bed load (~kNm) | High drag under heavy loads |
Clarified overflow turbidity: | < 50 to < 100 mg/L | Depends on requirement |
Water recovery (recycled) | ~65 % to 95 %+ | Good for water-limited sites |
Polymer/flocculant dosage: | Typically ~10–100 g/t solids | Varies widely |