Chemically enhanced primary
Dosing ahead of primary settling lifts TSS and BOD removal sharply and reduces load on the biological stage.
Application — wastewater
Used in STPs and industrial effluent plants across the UAE for suspended solids removal, COD reduction, phosphorus precipitation and improving sludge dewaterability.
Dosing points
Dosing ahead of primary settling lifts TSS and BOD removal sharply and reduces load on the biological stage.
Aluminium precipitates phosphate as insoluble AlPO4 — the standard route to meeting tight discharge phosphorus limits.
Post-biological dosing to catch residual solids and turbidity before final discharge or reuse.
Improves dewaterability ahead of belt press, centrifuge or filter press, cutting cake volume and disposal cost.
Breaking emulsions and dropping COD in food, dairy, beverage, laundry, textile and metal-finishing streams.
Reduces sulphide-driven odour in septic collection systems as a secondary benefit of solids removal.
| Stream | Typical PAC dose (as product) | Target |
|---|---|---|
| Municipal sewage — primary | 20–60 mg/L | TSS and BOD reduction ahead of biology |
| Phosphorus removal | 30–100 mg/L | Driven by influent P load and target discharge limit |
| Tertiary polishing | 5–20 mg/L | Residual turbidity and solids |
| Food and beverage effluent | 50–200 mg/L | COD, FOG and suspended solids |
| Laundry and textile effluent | 100–300 mg/L | Colour, surfactants and suspended solids |
| Sludge conditioning | 2–8 kg per tonne dry solids | Dewaterability and cake dryness |
Indicative ranges only, for planning a trial. Wastewater varies enormously between sites and across a single day. Establish your dose by jar test on representative samples at different times of the operating cycle.
The most common mistake we see is dosing to a fixed setpoint against a variable influent. Sewage load in the UAE swings hard between morning peak, midday and night, and labour-accommodation plants swing harder still. A dose set for peak wastes chemical for eighteen hours a day; a dose set for average fails at peak.
The second is ignoring alkalinity. PAC consumes alkalinity, and where influent alkalinity is already marginal — common on plants receiving high-strength effluent — pH can drop far enough to inhibit the biological stage. Monitor it, and be prepared to supplement.
The third is under-valuing sludge. A coagulant producing 20% more sludge means 20% more tankering, and in the UAE sludge disposal is a real line item. Judge coagulant performance on total operating cost, sludge included, not on removal efficiency alone.
FAQ
Typically 20 to 60 mg/L for primary treatment, higher where phosphorus removal is required. Actual dose depends on influent strength and your discharge limits, and should be set by jar test.
Yes. Aluminium in PAC precipitates phosphate as insoluble aluminium phosphate, which is then removed with the sludge. It is one of the most common routes to meeting tight phosphorus discharge limits.
It produces chemical sludge, but generally less than the equivalent alum dose, and PAC sludge dewaters better — which usually reduces net disposal cost.
In most cases yes, if you already have a coagulant dosing system. Confirm that pumps, lines and tanks are made from PAC-compatible materials — HDPE, PVC, FRP or rubber-lined steel.
Related
Polyaluminium chloride is the coagulant of choice for potable water clarification across the region — wider effective pH range, lower alkalinity…
Getting the dose right is worth more than getting the price right. A plant over-dosing by 20% wastes more each year than most buyers ever negotiate…
We are based in Dubai, we ship through Jebel Ali, and we deliver polyaluminium chloride to sites across the emirate — usually within the same working…