2000
DOI: 10.1016/s0043-1354(00)00033-6
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Impact of enhanced and optimized coagulation on removal of organic matter and its biodegradable fraction in drinking water

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Cited by 236 publications
(117 citation statements)
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“…15 Enhanced coagulation doses range from 5 to 150 mg/L FeCl3, 14 but more commonly range from 20 to 60 mg/L FeCl3. 4 In this study, coagulant doses ranging from 20 to 120 mg/L FeCl3 were tested in increments of 20 mg/L in an effort to optimize coagulant dose. Variations in polymer dose have not demonstrated a significant effect on DOC removal during enhanced coagulation; 1 therefore, polymer was applied at a constant dose of 0.4 mg/L.…”
Section: Jar Testingmentioning
confidence: 99%
“…15 Enhanced coagulation doses range from 5 to 150 mg/L FeCl3, 14 but more commonly range from 20 to 60 mg/L FeCl3. 4 In this study, coagulant doses ranging from 20 to 120 mg/L FeCl3 were tested in increments of 20 mg/L in an effort to optimize coagulant dose. Variations in polymer dose have not demonstrated a significant effect on DOC removal during enhanced coagulation; 1 therefore, polymer was applied at a constant dose of 0.4 mg/L.…”
Section: Jar Testingmentioning
confidence: 99%
“…20 Enhanced coagulation doses range from 5 to 150 mg/L FeCl3, 7 but are commonly in the range of 20−60 mg/L FeCl3. 5 Coagulant doses ranging from 0 to 120 mg/L FeCl3 were tested in increments of 20 mg/L in this study. Polymer was added at a constant dose of 0.4 mg/L.…”
Section: Jar Testingmentioning
confidence: 99%
“…The jar-testing protocol used throughout this study was based on the protocol described by Volk et al 5 Immediately following chemical addition, rapid mixing was initiated at 100 rpm for 1 min. Mixing was slowed for the flocculation stage, which consisted of two 10-min mixing periods at 40 and 20 rpm.…”
Section: Environmentalmentioning
confidence: 99%
“…In general, the DOM in drinking water sources usually consists of a large range of different compounds, from largely aliphatic compounds to highly colored aromatics. Among these compounds, hydrophobic organic pollutants and high molecular weight (MW) fractions can be efficiently removed through a conventional treatment process (CTP), which consists of multi-step unit processes of coagulation, sedimentation and sand filtration [5,6]. However, the hydrophilic organic pollutants and low MW fractions are removed less efficiently than the hydrophobic and high MW fractions [4].…”
Section: Introductionmentioning
confidence: 99%