IS 13628

: 1993

Sewage treatment plants - Guidelines for selection of process

CurrentFrequently UsedGuidelinesBIMEnvironmental Engineering · Environmental and Sanitation
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This standard provides comprehensive guidelines for selecting an appropriate process for sewage treatment plants. It outlines key factors like influent characteristics, desired effluent quality, land availability, and cost-effectiveness, while describing various common treatment systems to aid decision-making for engineers.

Offers guidelines for selecting appropriate sewage treatment processes based on various factors like influent characteristics, effluent quality requirements, and cost.

Quick Reference Values
Effluent BOD for discharge to inland surface water< 30 mg/l
Effluent TSS for discharge to inland surface water< 100 mg/l
Typical land requirement for Activated Sludge Process (ASP)0.4 - 0.6 ha/MLD
Typical land requirement for Oxidation Ponds3 - 5 ha/MLD
BOD removal efficiency of Activated Sludge Process85-95%
BOD removal efficiency of Oxidation Ditch90-98%
Typical hydraulic retention time (HRT) for ASP6-8 hours
Practical Notes
While the code provides a good framework, always consider newer technologies not covered in this 1993 edition, such as MBR (Membrane Bioreactor) and SBR (Sequencing Batch Reactor).
The final selection should be based on a life-cycle cost analysis (LCCA), including capital, operational, and maintenance costs, not just initial investment.
Always check the latest and most stringent requirements from the Central Pollution Control Board (CPCB) and the respective State Pollution Control Board (SPCB) as they supersede the general standards mentioned.