Home News Knowledges Dissolved Air Flotation Design: The Parameters That Decide Whether a DAF Tank Performs

Dissolved Air Flotation Design: The Parameters That Decide Whether a DAF Tank Performs

2026-09-18 3 readings

Dissolved-air flotation works on a simple physical trick: dissolve air into water under pressure until the water is supersaturated, then drop the pressure and let the air come back out as a cloud of fine bubbles. Those bubbles attach to impurities, buoy them to the surface, and a scraper removes them. What separates a well-run DAF from a disappointing one is almost never the concept — it is the parameter set.

Where the technology came from

Flotation started in mineral processing. A US patent published pressurized dissolved-air technology in 1905, and jet dissolved-air flotation followed in 1907. From there DAF spread into potable water treatment, industrial water treatment and a long list of industrial wastewaters — oil refining, chemical, paper, leather, textile, dyeing, steel, food and pharmaceutical — as well as municipal sewage.

Most of what is sold today is partial-reflux dosed DAF, typically at a 15%–30% reflux ratio. Cavitation or induced-air flotation, which never matched it on efficiency and has seen little new development, has largely withdrawn from the market.

Three ways to dissolve the air

Classified by dissolving method, there are three routes. Full-flow pressurization dissolves air into the entire wastewater stream before release into the flotation tank; the tank can be small, but pumping and pressurizing everything costs power. Partial-flow pressurization treats only part of the stream and mixes it in the tank with the rest; power drops, but the dissolution tank needs higher pressure. Reflux pressurization, or partial-reflux DAF, pressurizes a portion of the treated effluent instead, then releases it into the tank to mix and float with untreated water from the flocculation stage. It saves energy, makes full use of flocculant and runs stably, which is why it suits high-suspended-solids wastewater. Modern flotation theory holds that a reflux ratio around 50% gives the best result, and it is the most widely used arrangement.

Classified by release pressure, vacuum DAF dissolves air at atmospheric or higher pressure and precipitates it under negative pressure. Air-dissolution pressure is low, but the flotation tank must be enclosed and the structure gets complicated, so it is reserved for wastewater of low pollutant concentration and is rarely seen in production.

The three subsystems and their numbers

A DAF installation is three systems in series. The pressure-dissolution system centres on the dissolution tank, supported by a pressurized water pump and an air compressor, an ejector or a pump-suction-air device; the tank works at 300–500 kPa (0.3–0.5 MPa) and holds wastewater for 1–4 minutes. The dissolution-release system is built around the releaser, a TS-type unit or a pressure-reducing valve, and has to deliver bubbles that are tiny (20–100 μm) and uniform. The flotation-separation system is the tank itself, horizontal-flow or vertical-flow.

Design values worth keeping in view: contact-zone upflow velocity 10–20 mm/s, separation-zone velocity 1–3 mm/s, effective water depth 2.0–2.5 m, surface hydraulic loading 5–10 m³/(m²·h) and up to 12.7 m³/(m²·h), hydraulic residence time 10–20 min which can be shortened to 10 min. Scrapers should run at less than 5 m/min.

Operating parameters, ranked by influence

Three knobs dominate: dissolution pressure, reflux ratio and coagulant dosage. Dissolution pressure is normally held at 0.3–0.5 MPa (300–500 kPa) and governs bubble density and size. Reflux ratio on a partial-reflux process runs 20%–50% and governs bubble quantity and energy use; studies consistently put it as the most significant factor in flotation performance. Coagulant dosage shapes floc formation and removal. The reported order of influence is reflux ratio, then coagulant dosage, then effective residence time. Tank surface loading usually sits at 5–12.7 m³/(m²·h), and residence time should not exceed 1.0 h. Influent pH, ion concentration and bubble stability all matter as well, and lower water temperature works against the process.

What it is good at, and where it struggles

Pressurized DAF produces bubbles of roughly 20–100 μm — small, uniform, stable, and gentle enough not to disturb the tank. That suits pollutants whose density is close to or below water and which gravity settling cannot touch: grease, colloids, algae, fibres. The process carries high surface loading, short hydraulic residence time, a small footprint and modest capital cost. Scum comes off at generally below 96% moisture and small volume, which simplifies downstream handling. Effluent gains dissolved oxygen from the pre-aeration effect, a genuine benefit on low-temperature low-turbidity and high-algae water, and the equipment is simple, automatable and easy to maintain.

The limits are equally real. Power consumption runs 0.02–0.04 kWh per ton above sedimentation. Performance falls off on high-turbidity water above NTU 1000 and on particles denser than 1.2 g/cm³, and the releaser blocks readily when suspended solids are high. Operation is relatively complex and demands attentive management, and air compressors are noisy.

Application map

In water treatment DAF is the tool for low-temperature water purification (<4°C), low-turbidity water (NTU<100) and algae-rich water, where it removes algae, turbidity, colour and odour compounds effectively. In petrochemicals it separates oil-bearing wastewater and thickens activated sludge. It also sees wide use in oil refining, chemical, steel, food processing, dyeing, leather and wool-washing effluent to strip grease, suspended solids and colloids and cut COD and BOD. Downstream of secondary biological treatment it polishes municipal effluent, taking out residual suspended solids, phosphorus and colloidal particles. Offshore-platform produced-liquid treatment and waste-oil refining wastewater are established niches.

Newer variants

Two developments are worth tracking. Cyclone dissolved-air flotation (CDFUCDAF) couples cyclonic centrifugal force with dissolved-air flotation, creating a weak swirl field that improves oil-droplet-to-bubble collision and adhesion; bubble size reaches 5–30 μm, the structure is compact, oil-removal efficiency exceeds 90%, and it has been deployed on offshore platforms. The three-phase mixer (GEM) flotation technology integrates pressurized dissolved air, chemical mixing and coagulation–flocculation so that microbubbles grow inside and around flocs, forming porous hollow flocs with low moisture that float on their own.

Research continues on both sides of the tank. Optimizing separation-zone height and adding guide baffles reduces backflow and dead zones and raises space utilisation. On chemistry, polyaluminum chloride (PAC) performs well, and pressurized dissolved-air biological flotation can achieve simultaneous nitrification and denitrification.