DAF and flotation

Nanobubbles for DAF, coagulation and flocculation

Nanobubble generation during conditioning upstream of coagulation and flocculation. Integration designed to optimise chemical consumption and solids separation in the DAF.

Application point
Upstream conditioning
Initial gas selection
Air
Indicators
TSS, chemicals and sludge

Integration into the treatment line

The stream treated by the generator is introduced before or during water conditioning. Inline or sidestream installation is selected according to process flow, available pressure and mixing conditions.

The objective is to modify the interaction between gas, particles and flocs to improve separation. The nanobubble equipment is coordinated with coagulation, flocculation and the DAF saturation system. Each stage retains a defined hydraulic and process function.

Integration into the treatment line
AspectProject criterion
GenerationWater flow, pressure and gas supply.
ConditioningInjection point, mixing and contact time.
SeparationSolids capture, effluent quality and sludge removal.

Trial with comparable chemical dosing

The comparison must use a representative feed. Current operation is recorded first, followed by operation with nanobubbles, maintaining traceability of flow, load, pH and dosed products.

Chemical dosing is optimised in steps. Comparing product volumes alone can be misleading if flow or commercial product concentration changes: doses are also expressed as active product mass per volume treated.

Trial with comparable chemical dosing
AspectProject criterion
QualityInlet and outlet TSS and turbidity; COD where relevant.
ChemicalsActive coagulant and polymer dose, with flow recording.
SludgeQuantity removed, concentration and impact on dewatering.
OperationEnergy, gas supply, stability and foaming.

Operating and cost balance

The benefit is calculated using consumption across the complete line. A change in dosing can alter the amount of chemical sludge and its dewatering and disposal costs.

The economic assessment combines observed savings in chemicals and sludge management, less additional energy, gas and maintenance costs. Outlet quality and treatment capacity form part of the acceptance criteria.

Data for an initial assessment

  • Average and maximum flow, and operating hours.
  • Feed analysis and required outlet quality.
  • Products, commercial concentrations and current doses.
  • Coagulation, flocculation, saturation and DAF process layout.
  • Sludge management and available line consumption data.
Discuss this application
Your next step

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Send us your flow rate, water analysis and treatment objective.

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