Sewer systems
A sewer system collects used water from homes, institutions and industry and carries it to treatment. Without one, wastewater soaks into the ground or runs in open drains, contaminating groundwater and spreading disease. Planning a sewer system decides what flows it carries, how it is laid out and how it is kept working.
A separate system carries sanitary sewage in one network and stormwater in another, so treatment plants receive a fairly steady, concentrated flow. A combined system carries both in one pipe, cheaper to build in dense old cities but overloaded in storms, which leads to combined sewer overflows of diluted sewage into rivers. A partially separate system admits some roof and yard runoff. Indian practice generally favours separate systems for new work.
Sewers usually run by gravity, following ground slopes, from small house connections to laterals, branch sewers, mains and trunk sewers or outfalls. Where ground is flat, pumping stations lift sewage to a higher level. Manholes at every junction, change of direction, slope or size, and at regular spacing, allow inspection and cleaning. Sewers must be ventilated, because sewage gives off hydrogen sulphide, which is toxic and corrodes concrete and metals above the water line. Sewer gas also makes confined-space entry dangerous; mechanised cleaning and strict safety procedures are essential, and manual entry without them is prohibited.
Asset management keeps a sewer system working: a digital map of every pipe and manhole, CCTV surveys to grade condition, planned cleaning of known silting reaches and trenchless rehabilitation such as cured-in-place lining where pipes have cracked.
Sewage flow ≈ 80 percent of water supplyPeak factor: depends on contributing population (higher for small populations)Combined system design flow = sewage + storm runoff (rational method)
Laying a sewer through low ground without a pumping station plan, leaving it flat and prone to silting.
Problem. A sector of 24 000 people has water supply of 135 L per head per day. Estimate average and peak sewage flow with an 80 percent return factor and a peak factor of 2.5.
- Water use = 24 000 × 135 = 3.24 MLD.
- Average sewage = 0.8 × 3.24 = 2.59 MLD = 30 L/s.
- Peak = 2.5 × 30 = 75 L/s.
- Add an infiltration allowance for groundwater entering pipes before final sizing.
Answer. Average about 30 L/s, peak about 75 L/s
Quick quiz
1What is a combined sewer overflow?
Discharge of mixed sewage and stormwater when a combined sewer is overloaded.
2Why must sewers be ventilated?
To disperse toxic and corrosive gases such as hydrogen sulphide.
3Where are manholes required?
At junctions, changes of direction, slope or size, and at regular intervals.
- 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 (planning and design, cited by name)
- IS 4111 (Part 1):1986 (manholes)
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
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