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Primary treatment

Intermediate Sanitation and Wastewater Engineering Reviewed 24 Oct 2026 2 min read

Sewage treatment is a sequence of steps, each removing a different kind of pollution. Preliminary and primary treatment are the first stages and deal with physical removal: rags and plastics that would jam pumps, grit that would wear machinery and fill tanks, and the settleable organic solids that make up a large share of the pollution load.

Preliminary treatment starts with screens. Coarse screens with large openings protect pumps; fine screens, often mechanically raked, remove smaller debris. Screenings are washed, compacted and sent to landfill or incineration. Grit chambers slow the flow to around 0.3 m/s so that heavy sand and grit settle while lighter organic matter stays in suspension; velocity is controlled with a proportional flow weir or by aerated or vortex designs. Oil and grease traps may follow where needed.

Diagram: Indiacon original, not to scale.

Primary clarifiers are sedimentation tanks, rectangular or circular, that hold sewage for about two hours. Settleable solids sink to form primary sludge, scraped to a hopper and pumped to sludge treatment, while floating scum is skimmed off. A well-designed primary clarifier removes roughly 50 to 70 percent of suspended solids and 25 to 40 percent of BOD, reducing the load on the biological stage. Design is based on surface overflow rate, detention time and weir loading. Some modern plants skip primary clarifiers and send screened, degritted sewage straight to biological treatment such as sequencing batch reactors or extended aeration.

Key formulas
  • Grit chamber: horizontal velocity ≈ 0.3 m/s; area from Q / v
  • Primary clarifier: SOR = Q / A; detention = V / Q
  • Weir loading = Q / weir length
  • BOD removed = influent BOD × removal fraction
Common mistake

Letting grit chamber velocity fall too low at night, so organic solids settle with the grit and cause odour.

Solved example

Problem. A plant receives 20 MLD with BOD 250 mg/L and SS 300 mg/L. Primary clarifiers are designed at 40 m³/m²/day. Find clarifier area and the BOD and SS loads removed at 33 percent and 60 percent efficiency.

  1. Area = 20 000 / 40 = 500 m², for example two circular tanks of about 18 m diameter.
  2. BOD load in = 250 × 20 = 5 000 kg/day; removed = 1 650 kg/day.
  3. SS load in = 300 × 20 = 6 000 kg/day; removed = 3 600 kg/day.
  4. Primary sludge must be treated, roughly 3 600 kg dry solids per day here.

Answer. 500 m² area; about 1 650 kg/day BOD and 3 600 kg/day SS removed

Quick quiz

1What does a grit chamber remove?

Heavy inorganic particles such as sand and grit.

2Roughly how much BOD does primary settling remove?

About 25 to 40 percent.

3What is primary sludge?

Settled organic solids from primary clarifiers.

Code note
  • CPHEEO Manual on Sewerage and Sewage Treatment Systems (2013) (India): Central government manual for sewer networks and sewage treatment plants.

Clauses and documents to read

  • CPHEEO Manual on Sewerage and Sewage Treatment Systems, Part A (preliminary and primary treatment, cited by chapter)

Cited by number and clause only. We do not reproduce clause text, tables or figures (BIS Act 2016, s.10(5) and s.11). Check the current edition and amendments before use.

References and further reading

Standard texts, listed in no order of merit. We do not copy text, figures, tables or solved problems from any book; our explanations and examples are original.

  • Metcalf and Eddy, Wastewater Engineering: Treatment and Resource Recovery, McGraw Hill, 5th edition.
  • S. K. Garg, Sewage Disposal and Air Pollution Engineering (Environmental Engineering Vol. II), Khanna Publishers, latest edition.

Free and official sources

All references for this subject →

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