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NK-CL paste thickener

NK-CL paste thickeners produce underflows concentrated to near their limit of pumpability, improving underflow densities of conventional thickeners.

NK-CL paste thickener

Description

NK-CL paste thickeners produce underflows concentrated to near their limit of pumpability, improving underflow densities of conventional thickeners. For applications that call for high density slurry in limited spaces, TH has a range of deep cone lamella thickeners. NK-CL paste thickeners are designed to ensure high percentages of solids in their discharge.

The NK-CL paste thickener design maximizes pulp concentration, produces uniform, non-segregating underflow slurry with a paste consistency, and obtains better quality recycled water that it can be recirculated into the process. The paste thickeners include an exclusive scrapers system able to work with high density slurry.

The various models of thickener incorporate a conical lamella system at the top which helps optimise the sedimentation of residual solids in the recycled water.

Characteristics

An exclusively designed paste thickener which makes equipment easier to operate and maintain.

Tank height/diameter ratio approximately 1:1

Deep cone paste thickener.

Steel tanks are available in welded or bolted designs for easier transportation and assembly.

Tank with raised configuration above structure.

Structural components (tank, bridge and supports designed using F.E.M) for static and dynamic loads, including seismic loads if necessary.

Drive and feeding system on diametrical support bridge.

Feeding system optimised to minimise turbulence and enhance the effectiveness of slurry conditioning.

Scraper system designed to work with high concentrations.

Torque control, drive protection and equipment regulation via load cells and a panel with built-in PLC.

Optional:

  • Lamella plate pack
  • Skimmer arm to eliminate surface froth

Benefits

  • An easy to operate thickener with low maintenance costs.
  • Less space is required for the waste water treatment process.
  • Smaller sedimentation ponds are required.
  • Optimisation of subsequent filtering processes.
  • Better quality and quantity of recycled water.

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