This module consists of two parts; Part A and Part B. In part A water treatment for the production of drinking water is examined. Part A analyses the basic processes which take place in a water treatment plant. These consist of pre- and post-disinfection (chlorination, UV irradiation and ozonation), coagulation and flocculation, sedimentation and clari-flocculation (i.e. combined coagulation and sedimentation), sand filtration and sludge treatment through thickening and dewatering and sludge disposal. Furthermore advanced methods for water treatment are examined. The students are required to carry out a basic design of a conventional water treatment plant following the principles which are described in class. Furthermore, the module consists of a laboratory exercise where the process of coagulation optimization is experimentally demonstrated. In part B, the basic processes which take place in wastewater treatment are analysed; these include pre-treatment, primary sedimentation, biological treatment and sewage sludge management. Part B of the module includes a series of exercises which the students should tackle
# | Title | Description | Hours |
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1 | Introduction to water treatment | Physicochemical and microbiological parameters of water characterization, legislative framework for drinking water, usual technologies for water treatment, typical flow charts | 1Χ4=4 |
2 | Disinfection | Chlorination, UV irradiation, ozonation, pre- and post-disinfection, Design criteria, Examples | 1Χ4=4 |
3 | Coagulation, flocculation and sedimentation | Stability of colloids, mechanisms and parameters which affect colloidal stability, coagulation process, design of coagulation tanks for, settling theory, design of sedimentation tanks, clari-flocculation units, management of produced sludge, design parameters, examples | 2Χ4=8 |
4 | Filtration | Filtration mechanisms, characteristics of a filtration unit, design parameters, alternative operation modes, backwashing operation, examples | 2Χ4=8 |
5 | Advanced water treatment processes | Adsorption to activated carbon, ion exchange, electro-dialysis, microfiltration, ultrafiltration, nanofiltration, reverse osmosis, removal of hardness | 1Χ4=4 |
6 | Introduction to wastewater treatment | Wastewater characteristics, treatment requirements and relevant legislation, conventional wastewater treatment system, pre-treatment and primary treatment of wastewater | 1Χ4=4 |
7 | Biological wastewater treatment | Introduction to the activated sludge process for organic carbon removal and nitrification, design criteria for the aeration reactor, kinetics of organic carbon removal and biomass growth, factors affecting nitrification, development of mathematical model of activated sludge, design and operation of sedimentation tanks, Examples | 4Χ4=16 |
8 | Treatment valorisation and disposal of sludge | Sludge treatment processes, thickening of sludge, aerobic and anaerobic sludge treatment, dewatering, valorisation, final disposal, examples | 1Χ4=4 |
After the successful completion of this course students will:
Teaching methods | Class lectures, demonstration of technologies, solving of problems, lab exercise |
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Teaching media | Blackboard use, powerpoint presentations, YouTube videos, solving problems in class, lab work |
Laboratories | The students perform an experiment on the determination of the optimum dose of coagulant in water |
Problems - Applications | Students are assigned a design problem of a water treatment plant (Part A) and three exercises on wastewater treatment (Part B) |
Class notes and power point presentations
A. Andreadakis (2015) Treatment and management of wastewater and sludge, NTUA (in Greek)
A. Andreadakis (2018) Water Treatment: Basic Principles and Processes, Symmetria (In Greek)