Cover image for Drinking water treatment. 2, Chemical and physical elimination of organic substances and particles
Title:
Drinking water treatment. 2, Chemical and physical elimination of organic substances and particles
Author:
Gaid, Kader, author.
ISBN:
9781394226030

9781394226023
Physical Description:
1 online resource : illustrations (some color)
Series:
Ecological sciences series

Ecological sciences (ISTE Ltd.)
Contents:
Front Matter -- Removal of Natural Organic Matter -- Filtration -- Adsorption on Activated Carbon -- Index -- Summary of Volume 1 -- Summary of Volume 3 -- Summary of Volume 4 -- Summary of Volume 5

Cover -- Title Page -- Copyright Page -- Contents -- Chapter 7. Removal of Natural Organic Matter -- 7.1. Natural organic matter: humic substances -- 7.2. Methods of quantification and assessment of organic substances in water -- 7.2.1. Total organic carbon -- 7.2.2. Absorbance of ultraviolet light at 254 nm (UV 254) -- 7.2.3. Specific UV absorbance -- 7.2.4. Liquid chromatography -- 7.2.5. Hydrophobic organic carbon -- 7.2.6. Fluorescence -- 7.3. Conditions for the removal of NOM -- 7.4. NOM removal techniques -- 7.4.1. Coagulation-flocculation -- 7.5. Adsorption on activated carbon -- 7.5.1. Mechanism of NOM removal by activated carbon -- 7.5.2. Implementation of activated carbon adsorption for NOM removal -- 7.6. Ozonation -- 7.6.1. Preozonation -- 7.6.2. Interozonation -- 7.7. Biological treatment -- 7.7.1. Biological treatment with PAC: operating principle of the Opaline® B process (Veolia) -- 7.7.2. Biological treatment combining ozone and GAC -- 7.8. Treatment of ion exchange resins -- 7.8.1. Use of resins for NOM removal: mechanism of NOM removal -- 7.8.2. Parameters affecting the performance of resins for the removal of NOM -- 7.8.3. Resin regeneration -- 7.8.4. The Opalix® process -- 7.9. NOM removal by high-pressure membranes -- 7.10. References -- Chapter 8. Filtration -- 8.1. Rapid filters and very high-rate filters (TGV) -- 8.2. Multimedia filters -- 8.3. Direct filtration -- 8.4. Pressurized filters -- 8.5. Filtration mechanisms -- 8.5.1. General principle -- 8.5.2. Mechanisms involved in filtration -- 8.6. Implementation parameters -- 8.6.1. Materials -- 8.6.2. Material height/d10 ratio -- 8.6.3. ES ratio -- 8.7. Sizing parameters: filtration rate and material height -- 8.8. Operating parameters -- 8.8.1. Pressure loss in a clean filter -- 8.8.2. Pressure loss during clogging.

8.8.3. Estimation of the turbidity of filtered water in single-layer filters -- 8.8.4. Retention capacity -- 8.8.5. Filter washing conditions: theory and calculations -- 8.8.6. Cycle time -- 8.8.7. Main parameters involved in filter sizing -- 8.9. Veolia filtration technologies: general information -- 8.9.1. Characteristics of open gravity filters -- 8.10. Regulation systems -- 8.10.1. Hydraulic regulators -- 8.10.2. Control valves -- 8.11. Recycling and microbiological risks -- 8.12. Monitoring the operation and performance of filters -- 8.12.1. Turbidity -- 8.12.2. Particle count -- 8.12.3. Problems with the operation of filters -- 8.13. References -- Chapter 9. Adsorption on Activated Carbon -- 9.1. Activation processes of activated carbon -- 9.1.1. Chemical activation -- 9.1.2. Physical activation -- 9.2. Physicochemical properties of activated carbon -- 9.2.1. Parameters influencing adsorption -- 9.3. Transport process in activated carbon: mass transfer -- 9.3.1. Adsorption mechanisms and isotherms -- 9.4. The different forms of conditioning of activated carbons -- 9.4.1. Powdered activated carbon -- 9.4.2. Micrograin activated carbon (ìgrain) -- 9.4.3. Granular activated carbon -- 9.5. Adsorption reactors on activated carbon: removal process -- 9.6. PAC reactors: description of PAC reactors -- 9.6.1. Mass balance -- 9.6.2. GAC reactors in adsorption mode: GAC filters -- 9.6.3. Fluidized bed activated carbon reactors -- 9.6.4. GAC-ìgrain-PAC comparison -- 9.6.5. Hybrid process with a PAC reactor associated with UF membranes -- 9.7. Veolia technologies: treatment process with PAC reactors -- 9.7.1. Implementation in a settler without PAC recirculation -- 9.7.2. Implementation with PAC recirculation -- 9.7.3. Opaline® C process: PAC-membrane hybrid -- 9.8. Micrograin activated carbon reactors.

9.8.1. Integration of ìgrain activated carbon in the treatment process -- 9.8.2. The Filtraflo® Carb -- 9.8.3. Opacarb®FL -- 9.8.4. Opacarb®MG -- 9.9. Fixed bed reactors -- GAC filters -- 9.9.1. The GAC filter (Veolia) -- 9.9.2. GAC filters in series -- 9.9.3. Implementation modes for GAC filters -- 9.10. Pressurized GAC filters (Opacarb™ filters) -- 9.11. References -- Index -- Summaries of other volumes -- EULA.
Abstract:
"Today, hundreds of millions of people drink contaminated water without knowing it. Yet water treatment technologies can effectively eliminate contamination and can supply urban and rural populations with safe drinking water in a secure way. For almost two centuries, the huge number of treatments available to guarantee water quality has grown alongside technological progress, the strengthening of industry norms and the reinforcement of consumer expectations. New treatment methods have been developed according to the advancement of knowledge and new sanitary regulations. This five-volume book sets out to clearly present the variety of treatments available along with their performance, limitations and conditions of use as well as ways to combine them to produce safe drinking water, which is a basic need essential to everyday life. The author shares his expertise acquired at Veolia, a company that is a world leader in water services and sanitation, desalination of sea water and the recycling of wastewater. Founded in France in 1853 to bring safe water to populations and to protect them from waterborne epidemics which ravaged cities, its history is intertwined with that of water treatment." -- Provided by publisher.
Local Note:
John Wiley and Sons
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