CLARIFICATION MAP RAW → MIX → FLOC → SETTLE
Gongyi Xinqi Polymer Co., Ltd.PAC FlocculantCOAGULATION SELECTION DESKSEND WATER PROFILE →
GUIDE 02 / COMPARISON

PAC vs Alum for Water Treatment

Compare PAC and alum on equivalent aluminum basis using pH, alkalinity, floc, settled water, sludge, filtration and delivered treatment cost.

WATER
actual analysis
MIX
matched sequence
RESULT
clarification evidence
Six-place jar test showing turbidity reduction and visible floc development
GUIDE 02 / COMPARISON

Published · Updated · Gongyi Xinqi Polymer Co., Ltd.

SHEET INDEX01Identify both offered coagulants02Normalize before screening03Measure the changed chemical environment04Compare the complete treatment05Make an application-specific award06Carry the treatment evidence into purchasing07Compare the complete treatment cost
01

Identify both offered coagulants

Record PAC and alum product identities, forms and concentration reporting bases.

A trade description and price per tonne cannot establish equivalent treatment value.

02

Normalize before screening

Keep elemental aluminum or Al2O3-equivalent additions explicit and show conversions.

A normalized comparison structures the test but does not prove equal performance.

03

Measure the changed chemical environment

Record initial alkalinity and final pH, including any feasible correction.

An uncontrolled pH difference can make an apparent product comparison misleading.

04

Compare the complete treatment

Match water, temperature, mixing and separation with an incumbent reference.

Use the relevant water, residual, sludge and filter measurements rather than floc size alone.

05

Make an application-specific award

Calculate delivered cost at the dose that met the agreed outcome and include justified handling differences.

Keep the tested identity, field-confirmation status and process limitations attached to the order.

06

Carry the treatment evidence into purchasing

Keep water analysis, product identity, preparation, final pH, mixing and separation results attached to the buying decision. Resolve the relevant next questions with PAC vs Ferric Coagulant Quotes: Compare Water, pH and Solids Cost; Liquid PAC Quotes: Compare 10% and 18% Al2O3 Offers.

A technically accepted candidate still needs an identifiable supply scope, current product documents and a feasible delivery and receiving plan. Record any conditions still pending. Changes in formulation, water source, production state or treatment equipment should trigger review rather than automatically inherit an earlier approval.

07

Compare the complete treatment cost

Compare PAC and alum only after choosing one chemical basis. Product tonnes, solution percentages and supplier dose numbers are not directly comparable. Convert both candidates to a declared active aluminum or Al2O3 basis, keep the same raw-water batch and document the conversion. Include the current plant product as a reference because an unfamiliar laboratory method can otherwise favor either chemistry unfairly.

Build matched dose ladders and record pH and alkalinity before and after treatment. PAC and alum can consume alkalinity and shift pH differently, so a turbidity comparison made at uncontrolled final pH may actually compare two different coagulation environments. If pH adjustment is part of normal operation, evaluate the chemical demand and the operational complexity together with clarification performance.

Measure the complete treatment result: floc formation, settled turbidity, color or organics where relevant, residual aluminum, sludge volume, dewatering behavior and downstream filter run. Faster visible floc is useful only when the final water and solids consequences remain acceptable. Repeat the leading conditions rather than selecting from one isolated jar.

The commercial comparison should include delivered active chemical cost, storage, dilution or dissolution, feed equipment, alkalinity correction, dose stability, sludge handling and any effect on filtration. The defensible conclusion is not that one coagulant is universally superior. It is that one candidate produced the stronger overall operating window in the tested water and process, subject to a controlled plant trial.

Confirm the comparison during a representative operating period before replacing the incumbent. Keep feed concentration, calibration, flow pacing and sampling frequency visible to both operations and the laboratory. If the preferred chemistry changes sludge production or filter loading, allow enough trial time to observe that consequence. Record the boundary conditions that would cause the plant to return to the incumbent or repeat testing.

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