Drinking Water Treatment, Membranes Applied to Drinking Water and Desalination - Kader Gaid

Drinking Water Treatment, Membranes Applied to Drinking Water and Desalination

(Autor)

Buch | Hardcover
416 Seiten
2023 | Volume 4
ISTE Ltd and John Wiley & Sons Inc (Verlag)
978-1-78630-786-6 (ISBN)
164,60 inkl. MwSt
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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.

Kader Gaid is a doctor of physical sciences, specifically environmental process engineering. A professor and researcher at the Alger University of Science and Technology Houari Boumédiène (Algeria), he has been an expert in drinking water at the worldwide company Veolia for over 25 years.

Chapter 17 Microfiltration and Ultrafiltration 1

17.1 UF and MF: cut-off 2

17.2 UF and MF: materials 6

17.2.1 Cellulose acetate 6

17.2.2 Polypropylene 7

17.2.3 Polyacrylonitrile 7

17.2.4 Polyether sulfone/polysulfone 7

17.2.5 Polyvinylidene fluoride 8

17.3 UF and MF: membrane types 8

17.4 UF and MF: implementation of membranes under pressure 11

17.4.1 Horizontal-vertical configuration 13

17.4.2 Submerged membranes 17

17.5 Filtration modes: frontal or tangential 19

17.5.1 Batch operation: filtration-backwash 21

17.5.2 Filtration direction 21

17.6 Sizing parameters: membrane selection 22

17.7 Sizing parameters: horizontal or vertical configuration 25

17.8 Sizing parameters: flow 25

17.8.1 Instantaneous flow and net flow 26

17.8.2 Transmembrane pressure 31

17.8.3 Resistance 33

17.8.4 Permeability 33

17.8.5 Principle of the calculation of the membrane surface and water losses 35

17.8.6 Pre-filters 37

17.9 Operating parameters 37

17.9.1 Evolution of the permeability 37

17.9.2 Clogging 38

17.9.3 Frequency and conditions of hydraulic and chemical backwashing 46

17.9.4 Frequency and conditions of CIP 53

17.9.5 Membrane integrity 56

17.10 MF and UF’s place in a treatment process 62

17.10.1 Turbidity and SS 63

17.10.2 TOC (and UV254) 63

17.10.3 Algae 63

17.10.4 Iron and manganese 63

17.11 Combination of coagulation and UF membranes 71

17.12 Combination of PAC and UF 75

17.13 Performance and guarantees 76

17.13.1 Turbidity 76

17.13.2 Supplier warranty on the life of the membranes 86

17.14 Advantages of MF and UF 87

17.15 Veolia’s experience 87

17.16 Appendix: sheets 92

17.17 References 107

Chapter 18 Nanofiltration and Reverse Osmosis 111

18.1 Membranes 112

18.1.1 Materials 112

18.1.2 Membrane element configurations 115

18.2 Principles of operation and separation 119

18.2.1 Conceptual principle 119

18.2.2 Molecular weight cut-off 124

18.3 Treatment process including high-pressure membranes and parameters to be considered 127

18.3.1 Particulates and SS 127

18.3.2 Particle count 128

18.3.3 Conductivity 128

18.3.4 The SDI or MFI: clogging indices 128

18.3.5 The SDI 128

18.3.6 The MFI 130

18.3.7 Salts and metals 131

18.3.8 Biological clogging 132

18.3.9 Undesirable substances 133

18.3.10 Limit values of compounds at the inlet of high-pressure membranes 133

18.4 Sizing parameters 134

18.4.1 Temperature 134

18.4.2 Implementation configuration 134

18.4.3 Calculation of the osmotic pressure 138

18.4.4 Mass flow diagram 139

18.4.5 Salt passage 140

18.4.6 Concentration factor 140

18.4.7 Hydraulic pressure loss 140

18.4.8 Pressure tubes and number of modules per tube 141

18.5 Chemical conditioning of pre-treated water 143

18.5.1 Calculation of saturation indices and antiscalant dosage 143

18.5.2 Choice and implementation of the antiscalant 146

18.5.3 pH adjustment at the membrane inlet 147

18.5.4 Choice and application of the acid 148

18.5.5 Influence of sulfates 148

18.6 Design and implementation 148

18.6.1 Pre-treatment 148

18.6.2 Treatment processes 149

18.6.3 Membrane station 152

18.6.4 Post-treatment 158

18.6.5 Cleaning units in place 159

18.7 Functional and operating parameters 162

18.7.1 Basic principles 162

18.7.2 Permeability (Lp) 166

18.7.3 Longitudinal pressure drop (ΔPfc) 166

18.7.4 Hydraulic resistance 167

18.7.5 Energy 167

18.7.6 Sdi 168

18.7.7 Chemical cleaning 168

18.7.8 The fate of concentrates and used washing solutions 168

18.7.9 Methods for assessing the impact of concentrate discharges in the natural environment 171

18.8 High-pressure membrane performance 174

18.8.1 Organic matter 175

18.8.2 Pesticides, drug residues, endocrine disruptors and industrial residues 176

18.8.3 Various toxic and undesirable substances 177

18.8.4 Salts 177

18.8.5 Micro-organisms 178

18.8.6 Overall performance 179

18.9 Lifetime warranties 179

18.10 Parameters affecting the performance of NF membranes 180

18.10.1 Taking clogging into account 181

18.11 Monitoring and control parameters: standardization of raw data 182

18.12 Veolia’s experience: examples of treatment processes 184

18.12.1 Surface water No 1 184

18.12.2 Surface water No 2 188

18.12.3 Groundwater No 1 193

18.12.4 Groundwater No 2 195

18.13 References 200

Chapter 19 Desalination by Reverse Osmosis 205

19.1 Characterization of the water to be treated 205

19.1.1 Physical characteristics 207

19.1.2 Chemical composition: ionic content 214

19.1.3 Chemical composition: organic substances 224

19.2 Fields of application 234

19.3 Operating principle of RO 234

19.4 The membranes used in desalination 237

19.5 Sizing parameters 238

19.5.1 Flow 239

19.5.2 Concentration polarization 240

19.5.3 Conversion rate 240

19.5.4 Passage rate and rejection rate in salts 241

19.5.5 Influence of the temperature 242

19.5.6 Determining the number of modules and pressure tubes 243

19.6 Implementation 244

19.6.1 Membranes 244

19.6.2 Pressure tube 245

19.6.3 Pass 246

19.7 Pre-treatment 246

19.7.1 Pre-treatment selection 246

19.7.2 Pre-treatment systems 250

19.8 Pre-chlorination 254

19.8.1 Pre-chlorination and development of micro- and macro-organisms 254

19.8.2 Implementation of chlorination 257

19.8.3 pH adjustment 263

19.8.4 Direct filtration 263

19.8.5 Chemical conditions of implementation 273

19.8.6 Flotation 276

19.8.7 Settling 281

19.8.8 Membranes (UF and MF) 282

19.8.9 Conclusions on pre-treatment with UF membranes 291

19.9 Energy consumption 292

19.9.1 Energy consumption without recovery 292

19.9.2 Energy consumption with recovery 293

19.9.3 Hydraulic exchanger systems 293

19.10 Operating parameters 305

19.10.1 Relationship between conductivity and salt concentration 305

19.10.2 Controlling RO membrane clogging 306

19.11 Performance of RO membranes used in desalination 307

19.11.1 Boron removal 307

19.12 Post-treatment 315

19.12.1 Indicators characterizing the aggressiveness or corrosiveness of the water 317

19.12.2 Application to desalinated water 320

19.12.3 Treatments 322

19.13 Monitoring and control parameters 336

19.13.1 Standardization of raw data 336

19.13.2 Bromates 338

19.14 Veolia’s new processes applied to seawater desalination 339

19.14.1 Flotation with the Spidflow® process 339

19.14.2 Spidflow® filter process applied to seawater desalination 344

19.14.3 BiopROtector 349

19.14.4 Barrel (SIDEM Veolia) 353

19.14.5 Hiprode 355

19.15 Packaged solutions in desalination 358

19.16 Veolia’s experience (HP membranes) 360

19.17 References 374

Index 385

Summaries of other volumes 387

Erscheinungsdatum
Reihe/Serie Drinking Water Treatment
Verlagsort London
Sprache englisch
Gewicht 857 g
Themenwelt Technik Bauwesen
Technik Umwelttechnik / Biotechnologie
ISBN-10 1-78630-786-3 / 1786307863
ISBN-13 978-1-78630-786-6 / 9781786307866
Zustand Neuware
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