Technology Toolkit
Technical Description · Treatment Technology

Advanced Oxidation Processes

Hydroxyl-radical destruction of refractory pollutants

A family of water- and wastewater-treatment technologies built on the in-situ generation of highly reactive, short-lived oxidising radicals — principally the hydroxyl radical (•OH). Under sufficient dosing and contact time they can drive complete mineralisation: organic contaminants converted to carbon dioxide, water and simple inorganic ions.

DOCUMENTKMS-AOP-001 · REV A
2.80 V
•OH oxidation potential
8
Process families
Ambient
T & P · most variants
~100%
Mineralisation potential
01 · The Need 02 · The Hydroxyl Radical 03 · Radical Chemistry 04 · Process Families 05 · Comparison 06 · Treatment Train 07 · Reactor Engineering 08 · Design & Performance 09 · Applications 10 · Safety & Definitions
01 · The need

When conventional treatment cannot finish the job.

Biological and physico-chemical treatment cannot adequately remove many modern contaminants — pharmaceuticals, pesticides, dyes, phenols, surfactants and endocrine disruptors. AOPs were formalised by Glaze and co-workers (1987) as near-ambient processes that generate hydroxyl radicals in quantities sufficient to purify water.

The defining feature is not the reagent used, but reliance on the hydroxyl — or, in newer variants, the sulfate — radical as the working oxidant.

The mineralisation concept
Organic pollutant + •OH → Intermediates → CO₂ + H₂O → Inorganic ions (NO₃⁻, SO₄²⁻, Cl⁻)

In practice, full mineralisation is energy-intensive — some intermediates, notably short-chain acids such as oxalic and acetic, resist •OH — so AOPs are often run to a target degree of oxidation rather than to completion.

Three roles AOPs play

Tertiary / polishing

Destroying trace refractory organics after biological treatment.

Pretreatment

Partially oxidising toxic or non-biodegradable streams to raise the BOD/COD ratio, so a cheaper downstream biological stage can finish the job.

Disinfection

Inactivating pathogens — often a co-benefit, e.g. UV-based AOPs.

Contaminants that resist conventional treatment
Pharmaceuticals Pesticides Dyes Phenols Surfactants Endocrine disruptors
02 · The working oxidant

The hydroxyl radical — second only to fluorine.

High oxidation potential combined with near-zero selectivity lets •OH destroy pollutants that resist conventional oxidants such as chlorine, or even ozone acting alone.

Standard oxidation potential
volts (V)

The working species of AOPs sit far above conventional oxidants.

F₂ Fluorine reference 3.06 V
•OH Hydroxyl radical AOP species 2.80 V
SO₄•⁻ Sulfate radical AOP species 2.60 V
O₃ Ozone 2.07 V
H₂O₂ Hydrogen peroxide 1.78 V
MnO₄⁻ Permanganate 1.68 V
Cl₂ Chlorine 1.36 V
Properties of •OH

A non-selective oxidant that reacts with almost all organics at near-diffusion-controlled rates.

Electrically neutral and extremely short-lived (microseconds) — it cannot be stored, so it must be generated in situ.
Non-selective: reacts with almost all organic molecules at near-diffusion-controlled rates.
Second-strongest oxidant known, after fluorine.
Its non-selectivity is double-edged — background scavengers (carbonate, NOM) also consume it, lowering efficiency in real waters.
k ≈ 10⁸–10¹⁰ M⁻¹s⁻¹  ·  E ≈ 2.80 V
03 · Radical chemistry

How the radical takes the molecule apart.

The hydroxyl radical attacks organic molecules by three principal mechanisms. The resulting carbon-centred radicals react rapidly with dissolved oxygen to form peroxyl radicals, launching chains that progressively fragment and oxidise the molecule.

01 Hydrogen abstraction

Typical of saturated aliphatics and alcohols.

•OH + RH → R• + H₂O
02 Electrophilic addition

Typical of olefins and aromatic rings.

•OH + C=C → •C–C–OH
03 Electron transfer

Where addition / abstraction are sterically hindered.

•OH + RX → RX•⁺ + OH⁻

The sulfate radical (SO₄•⁻)

A newer class generates SO₄•⁻ from persulfate (S₂O₈²⁻) or peroxymonosulfate (HSO₅⁻, PMS). Compared with •OH it is:

More selective — prefers electron-rich sites; reacts more by electron transfer.
Longer-lived — half-life of seconds vs microseconds, giving better transport.
Effective over a wider pH range.
Converts to •OH at higher pH: SO₄•⁻ + OH⁻ → SO₄²⁻ + •OH.
Radical scavenging — what lowers efficiency
Scavenger
Reaction / effect
Consequence
Carbonate / bicarbonate
•OH + CO₃²⁻/HCO₃⁻ → CO₃•⁻ (weaker)
Major efficiency loss in hard / alkaline water
Natural organic matter
Consumes •OH and absorbs UV
Higher reagent / energy demand
Chloride
Forms reactive chlorine species
Possible chlorinated by-products
Nitrite, reduced metals
Rapid •OH consumption
Pre-removal often needed
04 · Process families

Eight routes to the radical.

AOPs are classified by how the radicals are generated — and by whether light is required. Non-photochemical routes cover ozonation, peroxone, Fenton, electrochemical, sulfate-radical and cavitation; photochemical routes are driven by UV or solar light.

No light

Ozonation (O₃)

O₃ decomposition

Molecular ozone attacks directly; in water — especially at higher pH — it decomposes to the hydroxyl radical.

O₃ + OH⁻ → HO₂⁻ → •OH
No light

Peroxone (O₃/H₂O₂)

O₃ + H₂O₂

Adding hydrogen peroxide deliberately accelerates radical formation — a higher •OH yield than ozone alone.

H₂O₂ + 2 O₃ → 2 •OH + 3 O₂
UV

UV / H₂O₂

H₂O₂ photolysis

UV light (254 nm) photolyses peroxide into hydroxyl radicals; residual H₂O₂ is quenched downstream.

H₂O₂ + hν → 2 •OH
No light · UV-solar

Fenton / Photo-Fenton

Fe²⁺ + H₂O₂ (± hν)

Ferrous iron decomposes H₂O₂ to •OH at pH ≈ 3; in photo-Fenton, light photoreduces Fe³⁺ back to Fe²⁺.

Fe²⁺ + H₂O₂ → Fe³⁺ + •OH + OH⁻
UV / solar

Photocatalysis (UV/TiO₂)

Semiconductor e⁻/h⁺

A UV photon excites an electron across TiO₂’s 3.2 eV band gap; the hole makes •OH, the electron makes superoxide.

TiO₂ + hν → e⁻ + h⁺ → •OH
Optional

Sulfate-radical (PS/PMS)

SO₄•⁻ from persulfate

Persulfate or PMS is activated by heat, UV, metals or alkali to release selective, long-lived sulfate radicals.

S₂O₈²⁻ → 2 SO₄•⁻
No light

Electrochemical (BDD/EF)

Anodic •OH / in-situ H₂O₂

A boron-doped-diamond anode makes surface •OH; electro-Fenton makes H₂O₂ in situ at the cathode.

BDD + H₂O → BDD(•OH) + H⁺ + e⁻
No light

Cavitation (US/HC)

Bubble collapse

Collapsing micro-bubbles create transient hot spots that thermally split water; often hybridised with H₂O₂ / O₃.

H₂O →(cavitation)→ •OH + •H

Other and hybrid routes — ionising radiation (gamma / electron-beam), non-thermal plasma, microwave-assisted systems, catalytic ozonation and catalytic wet peroxide oxidation — combine these principles (e.g. O₃/UV/H₂O₂, sono-photo-Fenton) to exploit synergies.

05 · Comparison

The main AOP types, side by side.

The best choice is matrix- and pollutant-specific — driven by light availability, pH window, reagent cost and the target degree of treatment.

AOP · radical source
Light
pH
Strengths
Limitations
Ozonation (O₃)
O₃ decomposition
No
Neutral–alk.
Also disinfects; no sludge
Mass-transfer limited; bromate risk
Peroxone (O₃/H₂O₂)
O₃ + H₂O₂
No
7–8
Higher •OH yield than O₃ alone
Two reagents; cost
UV / H₂O₂
H₂O₂ photolysis
UV
Wide
Simple; also disinfects
Weak H₂O₂ UV absorption; residual peroxide
Fenton
Fe²⁺ + H₂O₂
No
≈ 3
Cheap reagents; fast
Acidic pH; iron sludge
Photo-Fenton
Fe + H₂O₂ + hν
UV/solar
≈ 3
Very efficient; solar option
Acidic pH; iron handling
Photocatalysis (TiO₂)
Semiconductor e⁻/h⁺
UV/solar
Wide
Catalyst reusable; ambient
Slow; catalyst recovery; fouling
Sulfate-radical (PS/PMS)
SO₄•⁻
Optional
Wide
Selective; stable; broad pH
Sulfate residual; cost
Electrochemical (BDD/EF)
Anodic •OH / H₂O₂
No
Wide
No bulk reagents; compact
Electrode cost; energy
Cavitation (US/HC)
Bubble collapse
No
Wide
Reagent-free core; hybridisable
Low standalone yield; energy
06 · The treatment train

Rarely standalone — use the AOP only for the fraction that needs it.

Oxidise just enough to remove toxicity or improve biodegradability, then hand off to cheaper biological or adsorption steps. Position the AOP where its cost-effectiveness is greatest.

AOP TREATMENT TRAIN · GENERIC KMS-AOP-002 · REV A
Pretreatment
filtration · pH adj · scavenger control
→
AOP stage
radical generation + contact
→
Quench / removal
residual oxidant · catalyst
→
Biological / adsorption
polishing
→
Discharge / reuse
meets consent
UV / H₂O₂ scheme
Filtered feed → H₂O₂ dose → UV reactor → •OH → Peroxide quench → GAC polish
Ozonation / Peroxone
Feed → O₃ generation (on-site) → Contactor column → (+ H₂O₂ → peroxone) → Off-gas destructor

Pretreatment requirements

Because radicals are non-selective and scavengers are costly, pretreatment targets suspended solids, turbidity, carbonate/bicarbonate and reduced metals. UV routes are especially sensitive to UV transmittance.

Coupling with biology

A short AOP step turns refractory molecules into smaller, biodegradable fragments — sharply raising BOD/COD — so a downstream biological reactor finishes mineralisation at a fraction of the energy cost.

Post-treatment

Residual oxidants must be removed: excess H₂O₂ is quenched, ozone off-gas is destroyed, suspended TiO₂ is recovered, and Fenton iron sludge is clarified and dewatered.

Integrated water treatment plant
Pretreat · oxidise · polish · reuse

A short, intense oxidation step coupled with cheaper biological polishing.

07 · Reactor engineering

Each route needs its own reactor.

Ozone contactors

Bubble columns, venturi / side-stream injectors or static mixers maximise gas–liquid ozone transfer.

Design driver
Transferred dose · contact time · off-gas

UV reactors

Annular or closed-vessel reactors housing low-pressure (254 nm), medium-pressure or UV-LED lamps.

Design driver
UV fluence · sleeve fouling · transmittance

Fenton reactors

Stirred tanks with acid/base dosing and reagent metering, then neutralisation and solid–liquid separation.

Design driver
Reagent sequencing · exotherm control

Photocatalytic reactors

Slurry (suspended TiO₂, needs recovery) or immobilised-film reactors; CPC collectors for solar duty.

Design driver
Light distribution · catalyst recovery

Electrochemical cells

Plate-and-frame or flow-through cells with BDD, mixed-metal-oxide or carbon electrodes.

Design driver
Electrode area · current density · mass transfer
08 · Design & performance

Kinetics, energy and the operating levers.

Reaction kinetics

ln(C₀ / C) = k · t

Pollutant decay is well described by pseudo-first-order kinetics. A characteristic feature: parent-compound removal outpaces TOC removal — the molecule fragments quickly, but full mineralisation lags as intermediates resist further attack.

Energy per order (EE/O)

kWh / m³ per 90% cut

The Electrical Energy per Order — kWh to reduce a pollutant by one order of magnitude in 1 m³ — is the universal AOP benchmark. Reagent-light routes are often more efficient than UV-intensive ones, but the best choice is matrix-specific.

Key operating levers

pH

Controls iron speciation (Fenton), ozone decomposition and radical type.

Oxidant dose & ratios

H₂O₂:Fe and H₂O₂:pollutant ratios, transferred ozone dose — an optimum exists, as excess H₂O₂ itself scavenges •OH.

UV dose / catalyst

The primary lever for photochemical routes.

Temperature

Modest effect on radical reactions, strong on thermal-activation (persulfate) routes.

Indicative operating-parameter ranges
Operating temperature
Ambient (most AOPs)
Fenton pH
2.8–3.0
H₂O₂ : Fe²⁺ (molar, Fenton)
≈ 5:1 to 25:1 (case-dependent)
UV wavelength
254 nm (LP) · polychromatic (MP) · 185 nm (VUV)
TiO₂ loading (slurry)
≈ 0.1–2 g/L
Ozone dose
1–10+ mg/L (transferred)
Persulfate activation
Heat (40–70°C), UV, Fe²⁺ or alkaline
EE/O (indicative)
< 1 to tens of kWh/m³ per order
09 · Applications & outcomes

Where AOPs earn their place.

Sector
Representative use
Municipal drinking water
Taste / odour, micropollutant and pesticide removal; disinfection by-product control.
Wastewater & potable reuse
Trace organics — UV/H₂O₂ is standard in advanced water purification.
Pharmaceutical & chemical
Destruction of toxic, non-biodegradable effluent; biodegradability enhancement. Sector
Textile & dye
Colour and COD removal from recalcitrant dyes. Sector
Landfill leachate
High-strength, refractory organics. Sector
Groundwater & soil
Persulfate / Fenton in-situ chemical oxidation (ISCO).
Refinery / petrochemical
Phenols, sulfides, recalcitrant COD — often coupled with biology or wet oxidation. Sector

Advantages

Powerful, non-selective oxidation — destroys pollutants resistant to conventional methods.
Potential for complete mineralisation — no transfer of pollutants to another phase.
Ambient temperature and pressure for most variants.
Improves biodegradability, enabling cheaper downstream biology.
Disinfection co-benefit for several variants.
No — or recoverable — secondary waste for catalytic and electrochemical routes.

Limitations

Energy and / or reagent cost can be high, especially for full mineralisation.
Scavenging by carbonate, NOM and turbidity lowers efficiency in real waters.
Residual oxidants and by-products (bromate, iron sludge) require management.
Mass-transfer and light-penetration limits (ozone dissolution, UV transmittance).
Best for low-to-moderate organic loads; very high COD favours wet oxidation.
10 · Safety & environment

Destroy, don't relocate.

Correctly applied, AOPs destroy rather than relocate pollutants — supporting water reuse and discharge compliance. Strong oxidants demand engineered handling.

Reactive reagents

Ozone (toxic gas), concentrated H₂O₂ (exothermic decomposition) and Fenton acids demand engineered handling, monitoring and relief.

By-product control

Ozonation can form bromate from bromide; chloride can yield chlorinated by-products — both must be monitored and controlled.

UV & electrical hazards

UV exposure and high-voltage ozone / electrochemical equipment require shielding and interlocks.

Residual management

Quench excess peroxide, destroy ozone off-gas, recover catalysts and dewater iron sludge before discharge.

Key technical definitions
Hydroxyl radical (•OH)

The primary, non-selective oxidising species of most AOPs (E ≈ 2.80 V).

Sulfate radical (SO₄•⁻)

Selective, longer-lived oxidant of persulfate / PMS-based AOPs (E ≈ 2.5–3.1 V).

Mineralisation

Complete conversion of organics to CO₂, H₂O and inorganic ions.

COD / BOD / TOC

Oxygen-demand and organic-carbon indicators of pollutant load and mineralisation.

EE/O

Electrical Energy per Order — kWh to cut a pollutant by one order of magnitude (90%) per m³.

Quantum yield (Φ)

Moles of species reacted per mole of photons absorbed (photochemical AOPs).

UV fluence

UV energy delivered per unit area (mJ/cm²).

R_ct

Ratio of •OH exposure to O₃ exposure — characterises ozone-based AOPs.

Scavenging

Loss of radicals to non-target water constituents (carbonate, NOM).

In summary

Destroy the recalcitrant fraction — then hand off to cheaper polishing.

Advanced Oxidation Processes destroy refractory, toxic and non-biodegradable pollutants by generating powerful, non-selective radicals — chiefly the hydroxyl radical (•OH), and increasingly the sulfate radical (SO₄•⁻) — in situ, ideally mineralising contaminants to CO₂, water and inorganic ions. The technology spans many variants differing mainly in how the radical is produced and whether light is required.

Engineering success depends on matching the AOP to the water matrix and target pollutant, managing scavengers and by-products, and — most importantly — using the AOP only for the fraction that needs it: a short, intense oxidation step coupled with cheaper biological or adsorption polishing for cost-effective, compliant treatment.

Have a refractory or toxic stream that resists conventional treatment?

Tell us the pollutants, COD and water matrix, and we'll match the right AOP — ozone, Fenton, UV or sulfate-radical — to a biological or adsorption train, with the bench and pilot work behind it.

Start a conversation Wet Air Oxidation