Applications · Water Treatment

STATIC MIXER FOR OZONATION & OZONE ABSORPTION

Inline absorption of ozone (O₃) into water for advanced oxidation, taste/odour removal, and disinfection. The KE mixer generates uniform turbulent shear that fragments gas bubbles to <10 µm, maximising mass transfer coefficient kLa.

Gas-Liquid | Mass Transfer | Turbulent
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High volumetric mass-transfer coefficient (kLa) Mass Transfer
Key Parameter 1
<10 µm Bubble Size
Key Parameter 2
0.5–5 mg/L (milligrams per litre) Ozone Dose
Key Parameter 3
DN25–DN300
Key Parameter 4
Process Scheme
Process Water
Pump
O₃ from Generator
KE Mixer
Reaction Pipe
Residual Destructor

Mixing Criteria

Maximise volumetric mass-transfer coefficient (kLa) (volumetric mass transfer coefficient). Bubble diameter target <10 µm. Gas-to-liquid volumetric ratio <0.3 (slug flow above this threshold). Back pressure must maintain ozone solubility (Henry's Law). 8–12 elements for adequate bubble fragmentation.

Typical Viscosity
0.8–1 cP (centipoise) (process water)
Reynolds Number (Re)
Reynolds Number (Re) 5,000–100,000 (turbulent)

Material & Special Requirements

Preferred MOC: 316SS minimum. Hastelloy C-276 preferred for wet ozone service. PTFE or EPDM gaskets only — ozone attacks NBR, EPDM/chloroprene degraded. PTFE-lined injection quill.

Back-pressure valve downstream mandatory to maintain dissolved ozone. Multi-port sparge tube for gas pre-dispersion before mixer. System must be fully enclosed (ozone is toxic). Ozone-resistant elastomers throughout.

Recommended Mixer
KE Series — Helical Element
Kenics-equivalent. 180° RH/LH helical elements joined at 90°. Halves striation thickness per element. Works laminar to turbulent. Best general-purpose choice.
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