Fertilizer manufacturing and fertilizer-processing units generate effluents rich in ammonia, nitrate, phosphate, high TDS and suspended solids (stone fines, clay). These constituents, if discharged untreated, cause eutrophication, groundwater contamination and violate consent limits. Our ETPs combine physico-chemical steps, targeted nutrient removal and optional ZLD to meet regulatory and reuse goals.
Typical streams: reactor washings, neutralization effluent, cooling blowdown, process wash water containing high ammonia and phosphate. We provide site-specific designs: segregation (acidic/alkaline), neutralization, sedimentation, nutrient removal (nitrification/denitrification or ion exchange), chemical precipitation of phosphate, filtration, polishing and sludge handling. ZLD options available for high-salinity or zero-discharge requirements.
Capacity flexibility: 5 KLD — 300 KLD. Final design based on sample analysis (NH₄⁺, NO₃⁻, PO₄³⁻, TDS, TSS, COD/BOD).
Recommendation: MBBR with specialized nitrifying carriers for stable ammonia removal; denitrification via anoxic zones or external carbon dosing when required. Phosphate precipitation using ferric salts or chemical coagulants followed by filtration.
| Parameter | Value / Note |
|---|---|
| Design Flow | 20 KLD (scalable: 5–300 KLD) |
| Typical Influent | pH 2–11, NH₄⁺: 50–2000 mg/L, PO₄³⁻: 20–500 mg/L, TSS 100–3000 mg/L, COD variable |
| Primary Treatment | Screen + Grit + Equalization + pH control |
| Nutrient Removal | Nitrification (NH₄⁺ → NO₃⁻) + Denitrification (NO₃⁻ → N₂) OR ion-exchange/ammonia stripping for high NH₄⁺ |
| Phosphate Removal | Chemical precipitation (FeCl₃ / Alum) + clarification + sand filtration |
| Polishing | Multimedia filter, activated carbon, UF/RO (for reuse) |
| Expected Treated Quality | NH₄⁺ < 10 mg/L (process dependent), PO₄³⁻ < 5 mg/L (after precipitation & polishing), TSS < 30 mg/L |
| Sludge Handling | Thickener + Filter Press / Centrifuge (chemical sludge, nutrient salts) |
| Automation | PLC with pH, ORP, DO, ammonia probes (optional) |
Exact guarantees provided after lab analysis and pilot trials. High-strength ammonia streams may need stripping or ion-exchange rather than biological alone.
For fertilizer units with high dissolved salts or when reuse / zero discharge is required, we offer integrated solutions:
Note: ZLD design depends heavily on feed TDS, specific ion chemistry and economics — pilot testing & energy estimates are essential.
A: Very high ammonia often needs physico-chemical treatment (stripping / ion-exchange) or staged biological treatment with careful control. We advise pilot testing.
Q: How do you remove phosphate effectively?A: Chemical precipitation using ferric chloride or alum followed by clarification is standard. For resource recovery, crystallization can be designed to recover phosphate salts.
Q: Do you provide nutrient recovery solutions?A: Yes — options include ammonia recovery (via acid absorption) and phosphate crystallization depending on project economics and purity requirements.
Share: Site location • Daily flow (KLD) • Recent sample analysis (NH₄⁺, NO₃⁻, PO₄³⁻, TDS, TSS, COD/BOD) • Desired discharge or reuse limits.
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