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Wastewater Treatment Stages
Preliminary Treatment
- Screening: bar screens remove large debris (rags, plastics, sticks)
- Grit removal: slow-velocity chambers allow sand and grit to settle
Primary Treatment (Physical)
- Primary clarifiers: slow settling of suspended solids (removes ~50–70% of TSS and ~25–40% of BOD)
- Primary sludge collected from clarifier bottom; skimming removes floating grease
Secondary Treatment (Biological)
Removes dissolved and colloidal organic matter through microbial metabolism:
- Activated sludge process: Wastewater mixed with aerated microbial biomass (MLSS — mixed liquor suspended solids). Bacteria oxidize organic matter; biomass settled in secondary clarifiers; return activated sludge (RAS) recycles organisms; waste activated sludge (WAS) is removed.
- Trickling filters: Wastewater trickled over media colonized by biofilm
- Lagoons: Low-cost natural systems using algae-bacteria symbiosis
Secondary treatment typically removes >90% of BOD and TSS.
Tertiary Treatment (Advanced)
- Nutrient removal: Nitrification (NH₄⁺→NO₃⁻) and denitrification (NO₃⁻→N₂) for nitrogen; chemical phosphorus precipitation (alum, ferric chloride)
- Disinfection: Chlorination, UV irradiation, or ozonation to inactivate pathogens
- Filtration: Sand or membrane filtration to remove remaining solids
Key Effluent Parameters
- BOD5: Biochemical oxygen demand over 5 days (organic pollution); EPA secondary standard ≤ 30 mg/L
- TSS: Total suspended solids; secondary standard ≤ 30 mg/L
- Total nitrogen: Sum of NH₄⁺-N, NO₂⁻-N, NO₃⁻-N, organic N
- Total phosphorus: Often limited to < 0.1–1 mg/L to prevent eutrophication
- Fecal coliform: ≤ 200 CFU/100 mL for contact recreation
Glossary
Frequently Asked Questions
Wastewater treatment typically has three main stages: (1) Primary treatment — physical settling removes large suspended solids (50–70% TSS removal); (2) Secondary treatment — biological degradation of dissolved organic matter by bacteria (activated sludge or biofilm processes), removing >90% of BOD and TSS; (3) Tertiary treatment — nutrient removal (nitrogen and phosphorus), disinfection (chlorine, UV, ozone), and advanced filtration to meet effluent standards for discharge or water reuse.
Activated sludge mixes wastewater with aerated microbial biomass (a diverse community of bacteria, protozoa, and other organisms called mixed liquor). Bacteria oxidize dissolved organic matter aerobically, using O₂ to break down BOD. The aerated mixture flows to secondary clarifiers where biomass settles as sludge. Return activated sludge (RAS) recycles a portion of settled biomass back to the aeration tank to maintain active microbial populations. Waste activated sludge (WAS) is periodically removed for digestion.
BOD5 (5-day biochemical oxygen demand) measures the amount of dissolved oxygen consumed by microorganisms decomposing organic matter in water over 5 days at 20°C. It indicates the organic pollution load — higher BOD = more organic matter = more oxygen depletion of receiving waters. Raw municipal sewage: BOD ≈ 200–300 mg/L. EPA secondary effluent standard: BOD ≤ 30 mg/L. Clean streams: BOD < 3 mg/L. Excessive organic discharge causes anoxic conditions and aquatic ecosystem damage downstream.
Tertiary treatment removes contaminants not addressed by secondary treatment: nutrients (nitrogen and phosphorus removed by biological nitrification-denitrification and chemical precipitation to prevent eutrophication); pathogens (chlorination, UV, or ozone disinfection to meet recreational contact standards); trace organic pollutants (pharmaceuticals, microplastics, endocrine disruptors); and remaining suspended solids. It is required for wastewater reuse applications (irrigation, industrial use, groundwater recharge, indirect potable reuse).