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Natural organic matter removal by coagulation during drinking water treatment: A review
Authors:Anu Matilainen  Mika Sillanpää
Institution:
  • a Laboratory of Applied Environmental Chemistry, Department of Environmental Sciences, University of Eastern Finland, Patteristonkatu 1, FI-50100 Mikkeli, Finland
  • b Faculty of Technology, Lappeenranta University of Technology, Patteristonkatu 1, FI-50100 Mikkeli, Finland
  • c VTT, Materials and Building, Kemistintie 3, Espoo FIN-02044 VTT, Finland
  • Abstract:Natural organic matter (NOM) is found in all surface, ground and soil waters. An increase in the amount of NOM has been observed over the past 10-20 years in raw water supplies in several areas, which has a significant effect on drinking water treatment. The presence of NOM causes many problems in drinking water and drinking water treatment processes, including (i) negative effect on water quality by causing colour, taste and odor problems, (ii) increased coagulant and disinfectant doses (which in turn results in increased sludge volumes and production of harmful disinfection by-products), (iii) promoted biological growth in distribution system, and (iv) increased levels of complexed heavy metals and adsorbed organic pollutants. NOM can be removed from drinking water by several treatment options, of which the most common and economically feasible processes are considered to be coagulation and flocculation followed by sedimentation/flotation and sand filtration. Most of the NOM can be removed by coagulation, although, the hydrophobic fraction and high molar mass compounds of NOM are removed more efficiently than hydrophilic fraction and the low molar mass compounds. Thus, enhanced and/or optimized coagulation, as well as new process alternatives for the better removal of NOM by coagulation process has been suggested. In the present work, an overview of the recent research dealing with coagulation and flocculation in the removal of NOM from drinking water is presented.
    Keywords:AOPs  Advanced oxidation processes  APAMs  Anionic polyacrylamides  BAC  Biological activated carbon  BDOC  Biodegradable dissolved organic carbon  COD  Chemical oxygen demand  CPAMs  Cationic polyacrylamides  DBP  Disinfection by-product  DBPFP  Disinfection by-product formation potential  DOC  Dissolved organic carbon  EC  Electrocoagulation  GAC  Granular activated carbon  HAAs  Haloacetic acids  HMM  High molar mass  HPAC  Composite polyaluminium chloride  HPSEC  High performance size exclusion chromatography  IPFs  Inorganic polymer flocculants  LMM  Low molar mass  MCBR  Submerged UF membrane coagulation bioreactor  MF  Microfiltration  MIEX  Magnetic ion exchange resin  MWD  Molecular weight distribution  NF  Nanofiltration  NOM  Natural organic matter  PAA  Polyacrylamide  PAC  Powdered activated carbon  PACl  Polyaluminium chloride  PAF-SiC  Poly-aluminium-ferric-silicate-chloride  PAS  Polyaluminium sulphate  PASiC  Poly-aluminium-silicate-chloride  PDADMAC  Polydiallyldimethyl ammonium chloride  PFC  Polyferric chloride  PFS  Polyferric sulphate  PFSiS  Polyferric silicate sulphate  PICl  Polymeric iron chloride  PSF  Polysilicate ferric  RO  Reverse osmosis  SUVA  Specific UV absorbance  THMFP  Trihalomethane formation potential  THMs  Trihalomethanes  TOC  Total organic carbon  UF  Ultrafiltration
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