The MBR Book: Principles and Applications of Membrane

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Contents vii 4.2.5 The Industrial Technology Research Institute non-woven fabric-based MBR 171 4.2.6 Toray Industries 173 4.3 Immersed HF technologies 174 4.3.1 Zenon Environmental 174 4.3.2 Mitsubishi Rayon Engineering 179 4.3.3 Memcor 181 4.3.4 Koch Membrane Systems – PURON ® 183 4.3.5 Asahi Kasei Chemicals Corporation 184 4.3.6 ITT Industries 188 4.4 Sidestream MBR technologies 189 4.4.1 Berghof Membrane Technology 189 4.4.2 Norit X-Flow 190 4.4.3 Wehrle Environmental 192 4.4.4 Millenniumpore 195 4.5 Other sidestream membrane module suppliers 197 4.5.1 Novasep Orelis 197 4.5.2 Polymem 197 4.6 Other MBR membrane products 199 4.7 Membrane products: summary 201 References 205 Chapter 5 Case Studies 5.1 Introduction 209 5.2 Immersed flat sheet technologies 209 5.2.1 Kubota 209 5.2.2 Brightwater Engineering 221 5.2.3 Colloide Engineering Systems 224 5.2.4 Huber Technology 226 5.2.5 The Industrial Technology Research Institute non-woven fabric MBR 228 5.2.6 Toray 228 5.3 Immersed HF technologies 233 5.3.1 Zenon Environmental 233 5.3.2 Mitsubishi Rayon Engineering 245 5.3.3 Memcor 247 5.3.4 Koch Membrane Systems – PURON ® 249 5.3.5 Asahi Kasei 252 5.4 Sidestream membrane plants 252 5.4.1 Norit X-Flow airlift process 252 5.4.2 Food wastewater recycling plant, Aquabio, UK 253 5.4.3 Landfill leachate treatment systems, Wehrle, Germany 256 5.4.4 Thermophylic MBR effluent treatment, Triqua, the Netherlands 261
viii Contents 5.4.5 Millenniumpore 264 5.4.6 Novasep Orelis 266 5.4.7 Other Orelis plant 269 5.5 MBRs: prognosis 270 References 271 Appendix A: Blower power consumption 273 Appendix B: MBR biotreatment base parameter values 277 Appendix C: Hollow fibre module parameters 281 Appendix D: Membrane products 285 Appendix E: Major recent MBR and wastewater conferences 293 Appendix F: Selected professional and trade bodies 299 Nomenclature 303 Abbreviations 307 Glossary of terms 311 Index 317
Page 2 and 3: The MBR Book
Page 4 and 5: The MBR Book: Principles and Applic
Page 6 and 7: Contents Preface ix Contributors xi
Page 10 and 11: Preface What’s In and What’s No
Page 12 and 13: Term Meaning Common units MLD Megal
Page 14 and 15: Contributors A number of individual
Page 16 and 17: Contributor(s) Association/Organisa
Page 18 and 19: Introduction With acknowledgements
Page 20 and 21: such as the filtration market, tech
Page 22 and 23: D R IVE R S R EST R AI N TS Bathing
Page 24 and 25: Introduction 7 Much of the legislat
Page 26 and 27: of non-point source pollution contr
Page 28 and 29: exploitation index (WEI), the value
Page 30 and 31: 1 500 000 1 250 000 1 000 000 750 0
Page 32 and 33: Alternative immersed FS and HF memb
Page 34 and 35: 1.6 Conclusions Whilst the most sig
Page 36 and 37: Introduction 19 USEPA (2006b) www.e
Page 38 and 39: Fundamentals With acknowledgements
Page 40 and 41: they can be put, which then provide
Page 42 and 43: 3µm (a) (b) membrane is chemically
Page 44 and 45: Table 2.2 Membrane configurations C
Page 46 and 47: 2.1.4 Membrane process operation 2.
Page 48 and 49: only pseudo-steady-state (or stabil
Page 50 and 51: P max P dP/dt backwash cycle t b Ba
Page 52 and 53: Fundamentals 35 2.1.4.6 Critical fl
Page 54 and 55: neo-exponential increase at fluxes
Page 56 and 57: Screened raw sewage biologically ar
Page 58 and 59:
Table 2.4 Microbial metabolism type
Page 60 and 61:
which affords the operator complete
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Cumulative %ile undersize 1 0.8 0.6
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occurs from the surrounding air to
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(Madoni et al., 1993). The inter-re
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Viscosity (mPa s) 100 10 1 Viscosit
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on discharged P levels have been im
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Membrane process mode Diffusion Ext
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energy demand in kWh/m 3 permeate p
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Table 2.5 System facets of denitrif
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Fundamentals 61 Moreover, the poten
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iomass. There are also issues with
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Table 2.6 Effect of pore size on MB
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Fundamentals 67 fouling to be influ
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Fundamentals 69 fouling (i.e. membr
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2.3.6 Feed and biomass characterist
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Fouling relative distribution (%) 1
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has been proposed by Cho and co-wor
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Fundamentals 77 in the influent. Ab
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MLSS sample Centrifugation 5 min 50
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Table 2.11 Concentration of SMP com
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Fundamentals 83 correlation of MBR
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(Cui et al., 2003) by inducing liqu
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Fundamentals 87 air cannot be used
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Table 2.12 Dynamic effects Determin
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Fundamentals 91 Table 2.13 Sub-crit
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Fundamentals 93 sludge (Cho and Fan
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Fundamentals 95 2.3.9.2 Employing a
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Fundamentals 97 Whilst ultrasonic c
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and immersed hybrid PAC-MBR (Kim an
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Lastly, the vast majority of all st
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Fundamentals 103 Brookes, A., Judd,
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Fundamentals 105 Côté, P., Buisso
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Fundamentals 107 Fuchs, W., Schatzm
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Fundamentals 109 Howell, J.A., Chua
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Fundamentals 111 Krauth, K. and Sta
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Fundamentals 113 Liu, R., Huang, X.
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Fundamentals 115 Nielson, P.H. and
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Fundamentals 117 Sato, T. and Ishii
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Fundamentals 119 Van Lier, J.B. (19
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Fundamentals 121 Zhang, Y., Bu, D.,
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Design With acknowledgements to: Ch
Page 142 and 143:
Other contributions to pumping ener
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where J c is the cleaning flux. Fro
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Table 3.1 Main features of aeration
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Table 3.2 Biological operating para
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Table 3.3 Physical operating parame
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Table 3.4 Comparative pilot plant t
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Table 3.7 O&M data Design 137 Kubot
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Table 3.8 Feedwater quality, PLWTP
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Table 3.11 Cleaning protocols for t
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Figure 3.1 The planned location of
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Table 3.14 O&M data, Pietramurata W
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Design 147 Table 3.17 Design inform
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Maintenance CIP was conducted throu
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Permeability, LMH/bar 800 700 600 5
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Table 3.22 Summary of pilot plant p
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Table 3.25 Feedwater specification
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Table 3.34 Aeration design Paramete
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In short, the design calculation de
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complications arise when estimating
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Chapter 4 Commercial Technologies W
Page 182 and 183:
4.1 Introduction Available and deve
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Commercial technologies 167 suction
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synonymous with R V Equation (3.13)
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(a) (b) Figure 4.8 The Huber VRM ®
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and is very robust. However, the la
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Commercial technologies 175 (a) (b)
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(a) (b) (c) Commercial technologies
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Other equipment 1.11% Process air b
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Thus far, almost all of the install
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Figure 4.22 A rack of Memcor B10R m
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Tensile elongation retention (%) 10
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Figure 4.28 Pilot plant at Mooka Co
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at 10 000-12 000 mg/L. The membrane
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4m 4m 1m Commercial technologies 19
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Figure 4.36 Ejector aerator Commerc
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Denitrification Nitrification Waste
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modules, with pore sizes ranging fr
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(a) (b) Figure 4.46 (a) Han-S Envir
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aerobic counterpart. This may be pa
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of the particularly large-diameter
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(c) air channelling, the risk of wh
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Case Studies With acknowledgements
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5.1 Introduction Membrane Bioreacto
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Case studies 211 Table 5.1 Comparis
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Case studies 213 0.6 m 3 per unit.
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Case studies 215 area of 15 840 m 2
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Aeration tank 1 FBDA FBDA 32 x J200
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Case studies 219 In this UNR config
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Table 5.6 Design criteria, Running
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Works inlet Inlet works Storm tank
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Case studies 225 to be treated to a
Page 244 and 245:
Case studies 227 membranes, assembl
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Figure 5.16 A Naston package plant
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Air Influent DN N M Figure 5.18 The
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Table 5.9 Toray membrane-based MBR
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Figure 5.23 Aeration tank and cover
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Figure 5.24 The original plant at B
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Main permeate header Permeate pump
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Case studies 241 flow. Sludge waste
Page 260 and 261:
Table 5.15 Water quality data, Unif
Page 262 and 263:
TMP (Kpa) 80 70 60 50 40 30 20 10 0
Page 264 and 265:
10 LMH; the plant operated at fluxe
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Table 5.17 Feed and treated water q
Page 268 and 269:
Table 5.18 Water quality, Sobelgra
Page 270 and 271:
Figure 5.37 Airlift municipal WWTP,
Page 272 and 273:
Case studies 255 has been 20 g/L, b
Page 274 and 275:
Case studies 257 The company had in
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Filtrate (ml) 25 20 15 10 5 IIndust
Page 278 and 279:
Inflow Buffer tank Filtration Denit
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Figure 5.45 The VHP MBR (a) (b) Cas
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Figure 5.47 The Eden Project MBR Ba
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Table 5.25 Basis for process design
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5.4.7 Other Orelis plant Case studi
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two membrane module configurations.
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Appendix A Blower Power Consumption
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or or (A.4) where � is the ratio
Page 294 and 295:
Appendix B MBR Biotreatment Base Pa
Page 296 and 297:
Y 0.61 g VSS/g COD Fan et al. (1996
Page 298 and 299:
Appendix C Hollow Fibre Module Para
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L being the internal module length
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Appendix D Membrane Products
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Table D.3 Membrane module details o
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Table D.4 (continued) Supplier Asah
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Table D.5 Membrane module details o
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Appendix E Major Recent MBR and Was
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Conference title meet Dates Locatio
Page 314 and 315:
Event Last held Location Website Fo
Page 316 and 317:
Appendix F Selected Professional an
Page 318 and 319:
Japan Water Works Association (JWWA
Page 320 and 321:
Nomenclature � Separation (m) �
Page 322 and 323:
Nomenclature 305 Rsup Hydraulic res
Page 324 and 325:
Abbreviations The following lists k
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PES Polyethylsulphone PP Polypropyl
Page 328 and 329:
Glossary of Terms A number of key t
Page 330 and 331:
Floc Aggregated solid (biomass) par
Page 332 and 333:
Glossary of terms 315 Relaxation Ce
Page 334 and 335:
Index A � factor 47, 49-50 and vi
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investment 9 for membrane replaceme
Page 338 and 339:
I Iberia 2 immersed biomass-rejecti
Page 340 and 341:
Nordkanal wastewater treatment work
Page 342:
SUR unit 180 surface porosity 30 Su
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