Sanitary Engineering (ENCE 305): Chapter 8 Wastewater Treatment Notes 2025
Wastewater Treatment Notes
SANITARY ENGINEERING (ENCE 305)
Chapter 8: Wastewater Treatment
12 Hours 17 Marks

Wastewater Treatment Notes

About this Chapter

This document contains the complete notes for Chapter 8: Wastewater Treatment of Sanitary Engineering. This is the most comprehensive chapter of the course, covering the full spectrum of treatment technologies used in modern wastewater management.

Topics include physical treatment (screens, grit chambers, sedimentation tanks), chemical treatment (precipitation, flocculation), and biological treatment (trickling filters, activated sludge process, oxidation ponds). Advanced topics include membrane bioreactors, sequential batch reactors, and tertiary treatment systems including constructed wetlands and nutrient removal.

Syllabus: Wastewater Treatment

8. Wastewater Treatment
12 hours
17 Marks

8.1 Treatment processes and impurities removal.

8.2 Treatment train/process flow diagram.

8.3 Physical treatment processes.

8.3.1 Racks and Screens: Purpose, types, and construction (Bar, coarse, and fine screens); design criteria.

8.3.2 Grit chamber: Purpose, construction, and design criteria.

8.3.3 Skimming tank: Purpose, construction, and design criteria.

8.3.4 Equalization tank: Introduction, purposes, and types.

8.3.5 Sedimentation tank: Principle of settling (Type I, II, III, and IV), purpose, types, and design criteria.

8.4 Chemical treatment process: Chemical precipitation (Purpose, mixing, and flocculation).

8.5 Biological (Secondary) treatment process.

8.5.1 Objectives of biological treatment process.

8.5.2 Principles of biological treatment process (Attached and suspended growth processes).

8.5.3 Types of biological treatment process.

8.5.3.1 Sewage filtration, filter types: Intermittent sand filter (Purpose, construction, working, cleaning, merits, and demerits); Contact bed (Purpose, construction, working, cleaning, merits, and demerits); Trickling filter (Purpose, construction, working, cleaning, merits and demerits, types – high and standard rates, recirculation, two-stage filters, design criteria, operational and maintenance issues).

8.5.3.2 Activated sludge process: Principle, construction, and process description; Aeration methods (Design parameters and criteria, secondary clarifier, advantages, and disadvantages); Sludge volume/density index and its significance; Control parameters and operational issues (Filamentous bulking, Foaming and mousse formation, Pin-point floc, deflocculation).

8.5.3.3 Oxidation ponds: Purpose, merits, and demerits of oxidation ponds; Theory of oxidation ponds; Construction of oxidation ponds; Commissioning; Operation and maintenance; Operational issues; Design criteria.

8.6 Sequential batch reactor, membrane bioreactor, and moving bed bioreactor: Introduction, removal mechanism, and application.

8.7 Tertiary treatment system: Mechanism, impurity removal, and application.

8.7.1 Pathogen removal: Disinfection, disc filters, and maturation ponds.

8.7.2 Nutrient removal (Nitrogen and phosphorous): Decentralized wastewater treatment system (Introduction, Mechanism, and uses); Anaerobic baffled reactor; Nature-based treatment system. Constructed wetland (Types based on flow: Surface and subsurface, Horizontal and vertical flow), advantages, and disadvantages.

Notes by Madan Gorathoki Sir

Notes by Er. Mahadev Singh Saud

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Special thanks to Madan Gorathoki Sir and Er. Mahadev Singh Saud for providing these valuable notes.

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