- Page 1: Faecal Sludge Management Editors Li
- Page 5 and 6: Published by IWA Publishing Allianc
- Page 7 and 8: ecological sanitation. Dr. Rontelta
- Page 10 and 11: Foreword Doulaye Kone After decades
- Page 12: Acknowledgments Funders Swiss Devel
- Page 15 and 16: 2.9.5 Oil and grease 35 2.9.6 Grit
- Page 17 and 18: 5.5.4 Thermal drying and pelletisin
- Page 19 and 20: 9.3 Co-treatment in activated sludg
- Page 21 and 22: 13.2 Financial models 274 13.2.1 St
- Page 23 and 24: 17.4.2 Criteria for selection of tr
- Page 25 and 26: ~2.7 billion people worldwide are s
- Page 27 and 28: Collection Transportation Treatment
- Page 29 and 30: 1.5 Designing for Faecal sludge man
- Page 31 and 32: example locally available or repara
- Page 33 and 34: Chapter 7 Unplanted Drying Beds Thi
- Page 35 and 36: Available Resources In addition to
- Page 37: 1.6 Bibliography Bassan, M., Mbégu
- Page 41 and 42: Technology
- Page 43 and 44: The quantity and characteristics of
- Page 45 and 46: This method for estimating total FS
- Page 47 and 48: Table 2.3 Reported characteristics
- Page 49 and 50: added to decrease the viscosity and
- Page 51 and 52: are covered in more detail in Secti
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Technology Figure 2.4 Sampling camp
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Table 2.5 Average values of faecal
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Technology Phosphorus The concentra
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Technology Senegal; Case Study 2.4)
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Table 2.7 Selected pathogens that m
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gases while protecting the eggs fro
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Technology Diongue, S.T. (2006). St
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Technology Bradley, R.M. (1981). Di
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3.2 Physical mechanisms Technology
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Technology Figure 3.2 Settling tank
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Technology Figure 3.4 Drying beds a
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Technology Figure 3.5 Planted dryin
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Technology Figure 3.6 Bar screen at
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-20 0 20 40 60 Temp (˚C) 80 100 12
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Technology The free pore space shou
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Technology Nitrification Ammonia ni
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Technology Time The duration of tre
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can be natural or synthetic based c
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End of Chapter Study Questions Tech
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Technology People and companies tha
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Technology Figure 4.2 An example of
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• will the installation of new ac
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with FS. Collectors remove and seal
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Technology between the diaphragm an
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Table 4.1 Summary comparison table
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Technology To operate, the riser pi
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9 13 8 7 6 Technology 14 15 15 10 1
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Technology the flow is then returne
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4.7 Transport of Faecal Sludge Tech
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Technology Figure 4.16 Automated fa
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eduction in secondary transport fee
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Technology • the risk of public e
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4.10 Conclusion Much has been achie
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Tilley, E., Lüthi, C., Morel, A.,
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Technology Examples of potential co
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5.3 Established faecal sludge treat
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Technology With regard to helminth
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Technology • Effluent from settli
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5.4 Transferred sludge treatment te
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Technology chamber, and is compacte
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Technology 5.4.5 Lime addition Lime
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on septic tank FS. Permissible leve
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Technology Another project called
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Technology detritus separators pre-
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Technology There are two ways to ca
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5.7 Conclusions Technology As shown
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Technology Shanahan, E.F., Roiko, A
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consideration in urban locations wh
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Equation 6.1: V c = [ 4 g . (r ] 1/
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Technology Figure 6.4 Imhoff cones
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Technology The depth of the thicken
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Technology The supernatant outlet z
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Case Study 6.2: Cambérène FST - s
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Table 6.2 Results of preliminary st
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A schematic diagram of the zone dep
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Technology
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Technology 80 cm drainage layer out
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Table 7.1 Technical details and cha
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Technology Figure 7.4 Loading of th
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application, HPCIDBC (2011) estimat
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Table 7.2 Analyses of leachate from
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Technology 7.7.1 Piping systems Rad
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Technology Radaidah, J. A., Al-Zboo
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Although there are limited examples
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Technology Although a variety of ma
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Technology the unplanted beds achie
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Technology 8.4.2 Nutrient removal T
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zinc (Zn), and iron (Fe) can be pre
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Table 8.3 General design considerat
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Table 8.4 Summary of design element
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Technology Data on PDBs operating a
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Technology showed that 45% of the t
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8.9 Conclusions and recommendations
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Technology Pimental, D., Warneke, A
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Technology Based on the results of
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Total COD (Tot Org) Technology Read
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Table 9.2 Defined COD, TN and TSS c
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Table 9.4 Nitrogen fractionation fo
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500 Technology FO TOT (kg O 2 /day)
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Technology Potential detrimental ef
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Technology • Maximum TSS concentr
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Case Study 9.3: Co-treatment impact
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10 9 Technology OLR (kg COD/m 3 /da
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methanogenic activity. A pH of 7.0-
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9.7 CONCLUSIONS Technology The disc
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Technology Hooijmans, C.M., Dangol,
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Technology
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Table 10.1 Summary of potential res
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Table 10.2 Regulations for trace el
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Technology Figure 10.2 Nitrogen bal
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Technology Figure 10.3 Co-compost o
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Technology Figure 10.4 Crops grown
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10.6 AdditionalForms of Resource Re
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Technology 10.6.3 Fish and plants T
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Table 10.8 Biogas fuel equivalents
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Technology Figure 10.11 FaME (Faeca
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Technology Other alternatives for b
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Technology Diener, S., Semiyaga, S.
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Technology Troschinetz, A.M., Mihel
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Management
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Figure 11.1 Maintenance worker clea
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Figure 11.2 Maintaining the fleet o
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educe O&M costs at busy facilities.
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The operational procedure also need
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11.6 Monitoring The maintenance of
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• requirements for split or dupli
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the maintenance carried out on each
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• breathing safety devices such a
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11.9.2 Human resource management HR
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Plant engineer The FSTP engineer se
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Management Figure 11.8 Starting up
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Management
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The institutional framework is defi
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Development of local expertise: Col
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Overall sanitation strategy: To ens
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12.4 Institutional arrangements 12.
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Option 9: This option should be avo
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Different types of stakeholders can
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Case Study 12.3: Service chain orga
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12.4.5 Institutional arrangements f
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End of Chapter Study Questions 1. N
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Figure 13.1 Servicing and billing i
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Table 13.1 Discharge fees and rates
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Fines are tools used by the governm
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Faecal sludge flow Household sanita
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Case Study 13.1: Cambérène FSTP i
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Faecal sludge flow Household sanita
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Table 13.3 Summary of pros and cons
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More efficient trucks (i.e. newer,
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Table 13.5 Annual expenses (given i
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Planning
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295 Planning
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Chapter 4 Methods and Means for Col
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299 Planning
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Planning 2 For example, a question
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Figure 14.4 Accompanying a faecal s
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Past Review Future Anticipation Neg
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307 Planning
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309 Planning
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311 Planning
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313 Planning
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315 Planning
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317 Planning
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319 Planning
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321 Planning
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323 Planning
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Stakeholders Interests Strengths We
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Low interest Low influence Stakehol
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Stakeholder categories Main interes
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331 Planning
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Case Study 15.1 - Part I Enforcemen
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Criteria Stakeholder C1 Activity FS
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Criteria Stakeholder C1 Activity FS
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339 Planning
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341 Planning
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343 Planning
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Participation levels Information Co
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347 Planning
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349 Planning
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351 Planning
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353 Planning
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355 Planning
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357 Planning
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359 Planning
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Planning steps Participation levels
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363 Planning
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Standard project FSM planning from
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367 Planning
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Government Support Socio-Cultural A
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371 Planning
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373 Planning
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SAN 21 City level Clues Household l
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377 Planning
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379 Planning
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381 Planning
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383 Planning
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Solid-liquid separation Stabilisati
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387 Planning
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Chapter 18 The Way Forward 18.1 Int
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neglected groups. Above all, it wil
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18.1.2 Setting up frameworks and re
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18.1.4 Creating sustainable busines
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Understanding annual accumulations
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onsite technologies and methods of
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in-situ waste disinfection, residua
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Parkinson, J., Lüthi, C., Walther,