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Flotation · Primary Treatment

CG SAF™ Shallow Air Flotation System

High-rate suspended solids and FOG removal in half the footprint of conventional DAF.

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Overview

The CG SAF™ (Shallow Air Flotation) System is a high-efficiency primary treatment unit designed for the rapid removal of suspended solids (SS), fats, oils, and greases (FOG) from industrial wastewater. Compared to conventional Dissolved Air Flotation (DAF) systems, the SAF achieves significantly higher hydraulic loading rates in a dramatically shallower tank — making it more compact, faster to install, and less expensive to construct. The system uses micro-bubble technology combined with optimised flocculation to achieve FOG removal efficiencies exceeding 95%, making it the preferred pre-treatment choice before biological systems such as MBR, SBR, or UASB.

Screen→ Flash Mix + Coagulant→ Flocculation→ SAF Flotation→ Sludge Skimmer→ Biological Treatment

How It Works — Working Principle

Incoming wastewater enters a flash-mix chamber where coagulant and flocculant are dosed under rapid mixing conditions, causing suspended particles and FOG droplets to agglomerate into larger floc. The conditioned wastewater then enters the shallow flotation chamber where pressurised recycle water — saturated with dissolved air at 4–6 bar — is released through micro-pore nozzles to generate a dense cloud of micro-bubbles (10–100 μm). These micro-bubbles attach to the floc particles, reducing their effective density below that of water. The buoyant floc-bubble complexes rise rapidly to the surface, forming a concentrated sludge layer that is continuously removed by an automated skimmer. Clarified effluent exits from the lower zone of the tank and proceeds to downstream biological treatment.

Key Technical Features

  • Hydraulic loading rate: 5–15 m³/m²/hr (2–3× conventional DAF)
  • FOG removal efficiency: 92–99%
  • TSS removal efficiency: 85–95%
  • Micro-bubble generation via pressure dissolution and micro-pore nozzles
  • Automated surface skimmer — adjustable speed and depth
  • Integrated flash-mix and flocculation chamber
  • Stainless steel SS304 or SS316 construction (food-grade available)
  • PLC-controlled operation with dosing pump integration
  • Compact modular design — fast installation, minimal civil works
  • Low retention time: 5–20 minutes
  • Operates 24/7 continuously without operator attendance
  • Chemical dosing compatible: coagulant, flocculant, pH adjustment

Typical Design Parameters

ParameterRange / Value
Hydraulic Loading Rate5–15 m³/m²/hr
Retention Time5–20 min
FOG InletUp to 2,000 mg/L
FOG Outlet< 30 mg/L
TSS Removal> 90%
Recycle Ratio15–30%
Air Pressure4–6 bar
Bubble Size10–100 μm
ConstructionSS304 / SS316
Flow Range50–2,000 m³/day

Applications

  • Pre-treatment before MBR, SBR, or UASB biological systems
  • Edible oil refinery and hydrogenation plant effluent
  • Dairy processing: milk, cheese, yoghurt, butter production wastewater
  • Meat and poultry slaughterhouse effluent
  • Fish and seafood processing plant wastewater
  • Food and beverage manufacturing — pre-treatment
  • Rendering and animal by-products processing
  • Palm oil mill effluent (POME) pre-treatment
  • Car wash and vehicle service station wastewater
  • Grease trap management for commercial kitchens

Advantages

  • 2–3× higher hydraulic loading than conventional DAF — smaller tank required
  • Shorter retention time means faster response to load changes
  • Modular construction — easily expanded or relocated
  • Lower civil construction cost vs conventional DAF tanks
  • Lower energy consumption per m³ treated
  • Integrated coagulation/flocculation — single compact unit
  • Suitable for retrofit into existing ETP as primary stage upgrade
  • Produces concentrated float sludge — easier dewatering
  • NSF/food-grade construction available for food industry applications
  • Automated operation reduces operator workload

Frequently Asked Questions

What is the difference between SAF and DAF? +
SAF (Shallow Air Flotation) operates at significantly higher hydraulic loading rates (5–15 m³/m²/hr vs 2–5 m³/m²/hr for conventional DAF) due to its optimised shallow-tank design. SAF requires less land area, has lower civil construction costs, and faster installation. Both technologies use dissolved air micro-bubbles to float SS and FOG, but SAF achieves this more efficiently per unit of tank area.
What pre-treatment is required before SAF? +
The SAF requires a screen (typically 1–6 mm) to remove coarse solids, and a chemical dosing system for coagulant and flocculant. pH adjustment is recommended if inlet pH is outside 6–9. A flow equalisation tank is beneficial where inflow is variable.
Can SAF treat textile wastewater? +
Yes — the SAF/DAF system is effective for textile effluent when combined with appropriate coagulant dosing (alum, ferric chloride, or polymer). It can achieve significant colour removal (40–70%) and high TSS removal. For complete colour removal, a biological stage (SBR) and/or ozonation is required downstream.
What sludge is generated? +
SAF produces a float sludge (typically 2–5% DS) that is skimmed from the surface. This sludge is directed to a sludge holding tank and can be dewatered using the CG Volute Dewatering Press. Sludge quantity depends on inlet SS and FOG concentration.
What maintenance does the SAF require? +
Daily: check chemical dosing levels and adjust skimmer speed. Weekly: inspect micro-pore nozzles and clean if fouled. Monthly: inspect and lubricate skimmer drive. Annually: full inspection of pressure dissolution tank and nozzles. The SAF is designed for low-maintenance continuous operation.

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