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Textile Wastewater Treatment with PAC and PAM — Complete Guide for Dye Removal and COD Reduction

Introduction

The textile industry is one of the largest consumers of water treatment chemicals worldwide. A typical textile mill uses 100-200 liters of water per kilogram of fabric processed, generating highly colored, high-COD wastewater that must meet increasingly strict discharge limits. PAC (Poly Aluminium Chloride) combined with PAM (Polyacrylamide) provides the most cost-effective primary treatment method for textile effluent. This guide covers dye classification, optimal treatment parameters, and troubleshooting common problems.

Textile Wastewater Characteristics

Parameter Typical Range Discharge Limit (Typical)
pH 6.0-12.0 (highly variable) 6.0-9.0
COD 800-3,000 mg/L 150-250 mg/L
BOD 200-600 mg/L 30-50 mg/L
TSS 200-800 mg/L 50-100 mg/L
Color (Pt-Co units) 500-5,000 Often “no visible color”
Temperature 30-45°C <40°C
TDS 2,000-10,000 mg/L 2,100 mg/L (varies)

Dye Types and Their Coagulation Behavior

Not all dyes respond to PAC treatment equally. Understanding which dyes you’re dealing with is critical for setting treatment expectations.

Dye Class Solubility PAC Coagulation Efficiency Optimal PAC Dose (mg/L) Notes
Reactive dyes Highly water-soluble, anionic Moderate to Good (60-85%) 300-800 Most common dye type. Hydrolyzed forms harder to remove. High basicity PAC (70-85%) works best.
Disperse dyes Low solubility, suspended Excellent (85-99%) 100-300 Easiest to remove — mostly suspended solids. Low basicity PAC sufficient.
Direct dyes Water-soluble, anionic Good (70-90%) 200-500 Linear molecule structure responds well to charge neutralization.
Acid dyes Water-soluble, anionic Moderate (50-75%) 300-600 Used for wool, silk, nylon. Small molecule size — harder to coagulate.
Vat dyes Insoluble (applied as soluble leuco form) Good to Excellent (80-95%) 150-400 Insoluble pigment particles after oxidation — behave like disperse dyes.
Sulfur dyes Insoluble Good (75-90%) 200-500 Contains sulfide — may need pre-oxidation before coagulation.
Basic (cationic) dyes Water-soluble, cationic Poor with PAC alone Cationic dyes are not neutralized by cationic PAC. Use anionic PAM or activated carbon polishing.
Pigment (with binder) Dispersed Good (80-95%) 150-400 Binder chemistry affects removal — acrylic binders easier than polyurethane.

Recommended Treatment Process

Stage 1: Pre-treatment

  • Screening: 3-6mm mechanical screen to remove fibers, lint, fabric scraps
  • Equalization tank: Minimum 8-hour retention for flow/load balancing. pH pre-adjustment to 7.0-8.0 with H2SO4 or NaOH as needed. Equalization is critical for textile effluent due to batch-to-batch variability.
  • Cooling: If temperature >40°C, cooling tower or heat exchanger before chemical treatment. PAC performance degrades above 40°C.

Stage 2: Coagulation with PAC

  • PAC type: High basicity (65-85%), spray dried, 28-30% Al2O3
  • Dosage: 200-800 mg/L (determined by jar test on equalized sample)
  • Rapid mix: 150-200 rpm, 1-2 minutes
  • pH: Maintain 6.5-8.0 during coagulation

Stage 3: Flocculation with PAM

  • PAM type: Anionic PAM, 12-18 million MW
  • Dosage: 1-5 mg/L
  • Slow mix: 40-60 rpm, 5-10 minutes
  • Floc target: 2-5mm diameter, fast settling

Stage 4: Solid-Liquid Separation

  • Primary clarifier or DAF unit. Surface loading rate 0.8-1.2 m3/m2/h for clarifier.
  • Sludge: Typically 1-2% solids from clarifier. Dewater with filter press or belt press, condition with cationic PAM at 2-5 kg/ton dry solids.

Stage 5: Biological Treatment (Secondary)

  • Activated sludge or MBBR for dissolved BOD/COD removal. Coagulation removes 30-50% of COD; the rest requires biological treatment.
  • PAC-treated water has better biodegradability because toxic dyes are removed — biological stage performance improves.

Stage 6: Polishing (if required)

  • For zero liquid discharge or reuse: UF + RO after biological treatment
  • For strict color limits: Activated carbon column (granular, 8×30 mesh) or ozone oxidation
  • PAC polishing dose (5-10 mg/L) before multimedia filter if residual color persists

Troubleshooting Textile Wastewater Treatment

Problem Possible Cause Solution
Poor color removal Reactive dyes with high hydrolysis; cationic dyes present Increase PAC basicity (try 80%), add activated carbon polishing. Test for cationic dye stream segregation.
High residual COD after PAC Dissolved organics (sizing agents, surfactants) not removed by coagulation Normal — PAC removes 30-50% COD. Ensure biological stage is sized for remaining load. Consider powdered activated carbon addition.
Fine flocs, slow settling Insufficient PAM or wrong PAM type Increase anionic PAM dose. Test higher MW grade. Check mixing energy — over-mixing breaks flocs.
Sludge doesn’t dewater Gelatinous Al(OH)3-dye flocs hold water Add cationic PAM dewatering polymer. Consider adding fly ash or lime as filter aid for filter press.
pH too high after PAC (pH>9) Highly alkaline dye bath carryover Pre-adjust pH to 7-8 in equalization tank. Use acid (H2SO4) dosing with pH controller.
Re-stabilization (milky, won’t settle) PAC overdose — particles re-charge positive Reduce PAC dose. Run jar test to confirm optimal dose. Consider streaming current detector for real-time dose control.

Case Example: Reactive Dye Treatment

Mill profile: Cotton knit fabric dyeing, reactive dyes (Remazol, Procion types), 800 m3/day, COD 1,500 mg/L, color 2,500 Pt-Co.

Treatment: PAC (75% basicity, spray dried) at 500 mg/L + anionic PAM (16M MW) at 3 mg/L.

Results: Color removal 88%, COD reduction 42% (from 1,500 to 870 mg/L), TSS from 450 to 45 mg/L. Sludge production ~0.6 kg dry solids per m3 treated.

After secondary biological treatment: Final effluent COD 160 mg/L, color <50 Pt-Co — meeting discharge limits.

HydroChemix supplies high-basicity PAC and anionic PAM specifically optimized for textile wastewater. Contact jingshuicc@gmail.com with your textile mill’s production processes and wastewater parameters for a customized treatment recommendation and free chemical sample for on-site testing.

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