Comparison

PAC vs alum: an honest comparison

Alum is cheaper per tonne. PAC is usually cheaper per cubic metre treated. Here is where each one genuinely wins, including the cases where alum is still the right call.

Side-by-side comparison

ParameterPolyaluminium chloride (PAC)Alum (aluminium sulphate)
Active Al2O328–30% solid, 10–12% liquidApprox. 17% solid, 7–8% liquid
Typical doseRoughly one third to one half of alum doseBaseline reference
Effective pH rangeApprox. 5.0–9.0 — wideApprox. 6.5–7.5 — narrow
Alkalinity consumedLow — often no supplement neededHigh — usually needs lime or soda ash
pH depressionMild, tunable via basicityPronounced
Cold water performanceGoodPoor — a known weakness
Floc characteristicsDense, fast-settling, shear-resistantLighter, slower to settle
Sludge volumeLower, dewaters betterHigher, wetter cake
Sulphate added to waterNoneSignificant — matters for RO feed and concrete exposure
Price per tonneHigherLower
Cost per m³ treatedUsually lowerUsually higher once alkalinity and sludge are counted

The cost comparison people get wrong

Alum wins on the invoice and loses on the plant. If PAC costs more per tonne but you dose a third to a half as much, the chemical cost per cubic metre is already close — before you count anything else.

Then add what alum brings with it. Alum consumes roughly two to three times more alkalinity, so many plants dose lime or soda ash purely to hold pH; that is a second chemical, a second dosing system, and a second line on the operating budget. Alum also produces more sludge, and that sludge holds more water, so you dewater and dispose of more of it.

There is also the sulphate question. Alum adds sulphate to the treated water. Where that water feeds reverse osmosis, or where the distribution network runs through concrete infrastructure, added sulphate is not neutral.

Where alum still wins: very high turbidity raw water where sheer bulk of coagulant is what is needed, plants with abundant natural alkalinity and no pH constraint, and sites with existing alum infrastructure where the switching cost outweighs the running saving. Those cases are real — just less common than the price-per-tonne comparison suggests.

Decision process

How to decide for your plant

Jar test both

Run a parallel jar test on your actual water. Record dose, settled turbidity, final pH and sludge volume for each.

Cost the alkalinity

Include the lime or soda ash the alum option needs to hold pH. It is frequently the deciding number.

Measure sludge

Compare settled sludge volume and, if you can, dewatered cake solids. Disposal is a real cost in the UAE.

Check pH headroom

If your raw water alkalinity is low or seasonal, alum's pH depression is a live operating risk.

Model per m³

Convert everything to cost per cubic metre treated. Price per tonne is not a decision input.

Trial before switching

Run one tonne of PAC through the plant for a fortnight before committing to a supply agreement.

FAQ

Common questions

For most water treatment applications in this region, yes — lower dose, wider pH range, much lower alkalinity consumption, denser floc and less sludge. Alum can still be more economical for very high turbidity water where alkalinity is abundant.

Typically one third to one half of the alum dose, depending on water chemistry. Confirm the ratio for your water with a parallel jar test rather than assuming a rule of thumb.

Usually yes. Dosing pumps, lines and tanks need to be PAC-compatible — HDPE, PVC, FRP or rubber-lined steel. Recalibrate pump stroke for the lower dose and re-optimise flash mix.

Per tonne, yes. Per cubic metre of water treated, usually less, once you account for the lower dose, reduced alkalinity chemical and lower sludge disposal cost.

Related

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PAC for drinking water treatment

Polyaluminium chloride is the coagulant of choice for potable water clarification across the region — wider effective pH range, lower alkalinity…

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