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Degrémont® water handbook Degrémont® water handbook
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  • Water and generalities
    • Water: a fundamental element
    • What water should we treat ? and why ?
    • Fundamental physical-chemical engineering processes applicable to water treatment
    • Fundamental biological engineering processes applicable to water treatment
    • Water analysis and treatability
    • Aquatic organisms
    • Corrosion in metal and concrete
  • Formulas and tools
    • Formulary
  • Processes and technologies
    • Pre-treatments
    • Flocculators – settling tanks – flotation units
    • Biological processes
    • Methane fermentation
    • Filters
    • Using ion exchangers
    • Separation by membranes
    • Degasification, odour control, evaporation
    • Oxidation-disinfection
    • Liquid sludge treatment
    • Dewatered sludge treatment
    • Reagent storage and feeding
    • Instrumentation control-regulation
    • Drinking water treatment
    • Treating municipal wastewater
    • Treatment and conditioning of industrial water
    • Industrial processes and effluent treatment
  • Degrémont® technologies
    • Drinking water production
    • Desalination
    • Wastewater treatment
    • Sludge treatment
    • Air treatment
    • Cross-cutting issues, micropollutants and PFAS
  • Case studies
    • Drinking water production
    • Wastewater treatment - Reuse
    • Desalination
    • Sludge treatment
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centrifugation laboratory urban sludge
Figure 29. - Example of centrifugation carried out in a laboratory on urban sludge
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Cross section centrifuge
Figure 30. - Cross section diagram of a centrifuge
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example continuous centrifuge Sharples
Figure 31. - An example of a continuous centrifuge (source: Sharples)
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HP Centrifuge high pool depth
Figure 35. - HP Centrifuge: high pool depth
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Formula: Centrifugability tests - extraction yield, recovery rate
Formula: Centrifugability tests - extraction yield, recovery rate
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Formula: Centrifugability tests - extraction yield with mass flow
Formula: Centrifugability tests - extraction yield with mass flow
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Bowl diameter
Table 17. - Bowl diameter
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Centrifuge UWW sludge
Table 18. - Centrifuge performances on UWW sludge
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cake vis incliné
Figure 37. - Cake discharge with sloping screw (diagram)
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average consumption levels
Table 19. - Average consumption levels
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unsatisfactory result in maintaining
Table 20. - Unsatisfactory result in maintaining
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centrifuge belt filter
Table 21. - Comparison between a centrifuge (C) and a belt filter (FAB)
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Andritz - La Farfana WWTP
Photo 21. - 5 D7LL Andritz – La Farfana WWTP (Santiago-Chile)
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Formula: specific resistance pressure P
Formula: specific resistance pressure P
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Filtration different pressures
Figure 38. - Filtration carried out at different pressures
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Geometric parameters centrifuge  sludge
Figure 32. - Geometric parameters
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Formula: Maximum liquid ring clarification surface area S
Formula: Maximum liquid ring clarification surface area S
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Formula: Bowl internal capacity
Formula: Bowl internal capacity
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Formula: flow rate extrapolation factor K
Formula: flow rate extrapolation factor K
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counter current co-current systems
Figure 33. - Schematic diagram of counter current and co-current systems
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Suez Suez

SUEZ's Degrémont® water handbook offers to water treatment professionals, fundamental concepts of water treatment processes and technologies as well as degremont® solutions applied to treatment line and adapted to each use of water. Designed by field men for field men, this valuable tool is essential for site managers, environmental managers, quality managers, maintenance managers, stakeholders in sustainable development, water agencies, documentation centers in universities, consultants, local authority technical departments, water management companies, etc.

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