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Hydraulic Loading Capabilities

Standard Loading

5-10 m/h hydraulic loading for typical industrial applications with moderate flow rates and solids concentrations.

High Loading

10-15 m/h for demanding applications requiring maximum throughput in limited space.

Compact Design

Up to 70% smaller footprint compared to conventional clarifiers at equivalent capacity.

Flexible Configuration

Multiple unit configurations to match specific flow requirements and space constraints.

Advantages of High Hydraulic Loading

Space Efficiency

Compact footprint reduces building requirements and installation costs.

Lower Capital Cost

Smaller equipment size translates to reduced material and installation costs.

Energy Efficiency

Optimised design minimises energy consumption per m³ treated.

Easy Retrofit

Compact units fit into existing facilities with minimal modifications.

Explore More DAF Technologies

DAF Process Deep Dive

Dissolved Air Flotation is a physico-chemical separation process that removes suspended solids, oils, greases, and colloidal matter from wastewater. Pressurised water saturated with air is released into the flotation zone, generating microbubbles that attach to flocculated particles and float them to the surface as a concentrated sludge blanket. The clarified water exits below the floating sludge layer.

Pressurisation

Recycle stream pressurised to 4-6 bar in a saturation vessel with optimised retention time.

Microbubble Generation

Pressure release through proprietary nozzles generates 20-80 µm bubbles with high attachment efficiency.

Flotation & Separation

Rising velocity of bubble-particle agglomerates exceeds settling velocity, forcing separation.

Sludge Removal

Mechanical scrapers or hydraulic suction systems continuously remove concentrated float.

Design Parameters

Hydraulic Loading5 – 15 m³/m²/h
Solids LoadingUp to 15 kg SS/m²/h
Air-to-Solids Ratio0.02 – 0.1 kg air/kg SS
Recycle Ratio10 – 50% of influent flow
Flotation Zone Depth1.5 – 3.0 metres
Retention Time10 – 30 minutes
Drive Power0.37 – 2.2 kW (scraper mechanism)
ConstructionSS304, SS316L, or carbon steel with epoxy coating

Performance Expectations

TSS Removal

95 – 99% suspended solids reduction depending on flocculant selection and upstream conditioning.

O&G Removal

>98% oil and grease removal for emulsified and free-floating hydrocarbons.

COD Reduction

40 – 70% COD removal depending on solids fraction and coagulant optimisation.

Related Pages & Equipment

DAF Systems Overview

Complete dissolved air flotation systems for industrial and municipal applications.

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Microbubble Technology

Advanced bubble generation for superior flotation performance.

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Hydraulic Loading

Design criteria for hydraulic surface loading and rise velocity.

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Recycle Flow

Air saturation and recycle ratio optimisation for maximum efficiency.

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Automated Operation

SCADA-integrated DAF control with automatic sludge removal.

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DAF Equipment

Stainless steel DAF units with full-width scraper mechanisms.

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Chemical Dosing

Coagulant and flocculant dosing systems for DAF preconditioning.

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Sludge Dewatering

Dewatering systems for DAF float concentrated sludge.

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DAF Hydraulic Loading — Design Considerations

Hydraulic loading is one of three critical DAF design parameters — alongside A/S ratio and contact time.

Definition

Hydraulic loading rate (HLR) = (Q + recycle) / cell surface area, in m³/m²·h or m/h. Determines whether bubble-floc complexes have time to rise before exit.

Rise Velocity

Bubble-floc complex must rise faster than the downward water velocity. HLR < rise velocity. Bubble-only rise: 6–15 m/h; bubble-floc complex: 8–30 m/h.

Typical Operating Range

Algal water treatment: 8–12 m/h. Municipal primary: 5–8 m/h. Industrial oily: 4–6 m/h. Sludge thickening: 3–5 m/h.

Short-Circuiting

Plug-flow ideal; short-circuiting (T₁₀/T < 0.4) means actual contact time is much less than theoretical. CFD verification recommended for new designs.

Effect of Flow Variability

Diurnal flow peaks of 1.5–2.5x average shift HLR upward. Size for peak or provide equalisation. Some plants split flow across multiple DAF cells.

Pilot Verification

HLR sensitivity test in pilot: vary flow from 50–150% of design HLR and measure effluent TSS. Identifies safe operating window.

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