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degremont® water handbook degremont® 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
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    • corrosion in metal and concrete
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    • 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
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    • treating municipal wastewater
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recovery rate membrane separation
Table 1. - Usable recovery rate
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CO2  eliminator degasification
Figure 1. - CO2 eliminator
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Nozzle filter washing stag
Figure 1. - Nozzle during the air and water filter washing stage
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Horizontal tank
Figure 1. - Horizontal tank
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storing reagents
Table 1. - Scope of the various items of equipment used for storing reagents
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Figure 1. - OM evolution during composting
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Table 1. - Main sludge composting processes
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Table 1. - Rage of technologies
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Figure 1. - Pre-treatments
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Mode
Figure 1. - Mode
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Open flow Parshall Flume
Figure 1. - Open channel flow measurements: Parshall Flume
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measurement wastewater treatment plant
Table 1. - Examples of measurement usage in a wastewater treatment plant
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Freshwater 2000 - Average river flow groundwater renewal
Figure 1. - Freshwater availability (2000) – Average river flow and groundwater renewal
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surface water and groundwater
Table 1. - Main differences between surface water and groundwater
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Combined carbonate removal softening layered carboxylic-sulphonic bed
Figure 1. - Combined carbonate removal and softening through a layered carboxylic-sulphonic bed
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carbonate removal softening processes
Table 1. - Results expected from carbonate removal and softening processes
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odour concentration
Figure 1. - Odour concentration at percentile 98 around a water treatment facility.
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Corrosion metal and concrete
Figure 1. - Corrosion in metal and concrete
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Spray tower
Figure 1. - Spray tower
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range values inactivation microorganisms
Table 1. - Range of CT values required for a 2 log (99 %) inactivation of the main microorganisms using chlorine at a pH of 6 to 7 and a temperature of between 5 and 25 °C
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Suez Suez

SUEZ's degremont® 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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