Del i serien ISTE Invoiced

Wastewater Engineering and Treatment 2

Nyhet

Membranes, Hybrid Systems, Bacteria Beds and Biofilters, Biological Disks

Inbunden, Engelska, 2026

AvKader Gaid

2 189 kr

Beställningsvara. Skickas inom 5-8 vardagar. Fri frakt för medlemmar vid köp för minst 249 kr.

This book provides an overview of biological wastewater treatment and sludge recovery. It presents the main concepts related to treatment processes, as well as the principles of operation, sizing, and implementation of unit operations and processes associated with wastewater and sludge treatment.Wastewater Engineering and Treatment 2 examines treatment using membrane techniques, hybrid systems involving the complementary action of free bacteria and bacteria attached to a mobile support, and processes using fixed bacteria (trickling filters, biofilters and biological discs). Didactic and combining theory with practice, this book is intended for engineers in engineering and environmental sciences, as well as professionals in wastewater treatment.

Produktinformation

Utgivningsdatum2026-04-23
FormatInbunden
SpråkEngelska
SerieISTE Invoiced
Antal sidor304
FörlagISTE Ltd
ISBN9781836690566

Tillhör följande kategorier

Miljöteknik inom Naturvetenskap och teknik

Chapter 1. Membrane Bioreactors 11.1. Introduction 11.2. MBR configurations 21.3. Types of membranes 51.4. Description of general configurations of MBRs 81.4.1. Immersed membranes 81.4.2. MBR with external loop 141.5. MBR dimensioning parameters 191.5.1. Mechanical pretreatments 191.5.2. Buffer tank 201.5.3. Other factors to be taken into account 211.6. Tank–membrane association 221.6.1. Parameters linked to the biological tank 221.6.2. Parameters related to the membrane 331.6.3. Management of membrane filtration 411.7. Membrane clogging 431.7.1. Parameters influencing membrane clogging 441.8. Membrane cleaning 471.8.1. Chemical cleaning 481.8.2. Implementation of cleaning 501.9. Performances and warranties 511.9.1. Physico-chemical and microbiological guarantees 521.9.2. Removal of endocrine disruptors (EDs) 541.9.3. Hydraulic guarantees 551.9.4. Membrane warranties 551.10. Example of dimensioning of MBR with external loop 571.10.1. Characteristics of supply water 571.10.2. Pretreatment required for the MBR 581.10.3. Characteristics required for the treated water 601.11. Conclusion 611.12. References 62Chapter 2. Hybrid Systems 712.1. Introduction 712.2. MBBR 742.2.1. Treatment system 792.2.2. Materials 832.2.3. Dimensioning 882.2.4. Operating parameters 932.2.5. Implementation 982.2.6. Advantages of MBBRs 1082.2.7. Disadvantages of MBBRs 1102.3. IFAS 1112.3.1. Operating principle 1112.3.2. Materials 1132.3.3. Implementation and operation 1142.3.4. IFAS operating parameters 1152.3.5. IFAS advantages and disadvantages 1172.3.6. MBBR versus IFAS 1182.4. Hybrid plant system: Organica FBR 1202.4.1. Operating principle 1202.4.2. Performances 1232.4.3. Invasive risks of plants 1272.5. References 131Chapter 3. Trickling Filters and Biofilters 1373.1. General information on biofilms 1373.2. Trickling filters 1423.2.1. Role of the external support surface for bacteria fixation 1433.2.2. Ecology of trickling filters 1443.2.3. Creation of trickling filters 1443.2.4. Classification of trickling filters 1583.2.5. Implementation of recirculation 1633.2.6. Using trickling filters 1653.2.7. Calculations of trickling filters. 1683.2.8. Performances 1733.2.9. Advantages and drawbacks 1743.3. Biofilters 1743.3.1. Principle 1763.3.2. Implementation and choice of material 1793.3.3. Biofiltration alternatives: operation in immersed fixed filters and fixed trickle filters 1843.3.4. Dimensioning of biofiltration 1893.3.5. Biofiltration performances 1953.3.6. Biofilter fields of use 1993.3.7. The place of biofilters in the wastewater plants 2003.3.8. Arguments related to biofilters 2053.3.9. Performances of biofilters 2073.3.10. Biofilter processes 2083.4. Conclusion 2573.5. References 258Chapter 4. Rotatory Biological Contactors 2634.1. General information and rotatory biological contactor ecology 2634.2. Implementation of RBCs and wastewater quality 2644.3. Dimensioning of RBC facilities 2674.3.1. Applied surface load 2674.3.2. Geometry of RBCs 2704.3.3. Hydraulic loading rates 2714.3.4. Residence time 2714.3.5. Liquid–solid separation 2714.3.6. Sludge production 2724.3.7. Sludge retention time 2734.3.8. Energy consumption 2734.3.9. Removal of organic substances 2734.3.10. Nitrogen treatment 2744.4. Factors influencing the RBC process 2784.4.1. Choice of the liquid–solid separation technique 2784.4.2. System hydraulics 2784.4.3. Influence of DO 2784.4.4. Rotational velocity 2794.4.5. Influence of temperature 2814.4.6. Influence of pH 2814.4.7. Influence of fats (oil and grease) 2814.4.8. Land use 2814.5. Advantages and drawbacks of the system 2824.5.1. Advantages 2824.5.2. Drawbacks 2824.6. RBC processes 2834.6.1. Various suppliers 2834.6.2. Focus on the Ecodisk process (Veolia) 2834.7. References 285Index 289