Removal of Turbidity and Dissolved Organic Carbon with Coagulation and Flocculation Process, the Case Study of Water Treatment System of Saimoon Municipality, Amphor Piboonmangsaharn, Ubon Ratchathani

Authors

  • Amornrat Wongklom UBRU
  • Tanud Tanachatchairattana

Abstract

The objective of this research was to study on removal of turbidity and dissolved organic carbon of surface water from Water Treatment System of Saimoon Municipality, Amphor Piboonmangsaharn, Ubon Ratchathani. The coagulants type and concentration, pH and addition of flocculants as anion polymer on the efficiencies of  each coagulants were studied.  The coagulants were aluminium sulfate (Alum), polyaluminium chloride (PAC) and ferric chloride (FeCl3) were studied. Jar test was used in a coagulation and flocculation process with 100 rpm rapid mixing for 10 minutes, then slower to 30 rpm slow mixing for 20 minutes and settle for 60 minutes.  It was found that a using of Alum, PAC and FeCl3 were effected on removal of turbidity and dissolved organic carbon in surface water. The optimum contents were 40 mg/L, 60 mg/L and 20 mg/L, respectively. The initial pH of surface water was effected on characterization of dissolved organic carbon and dissociated products from coagulants. The optimum of initial pH was range from 6 to 8. The using of anion polymer (polyacrylamide) in the range of 0.10-0.60 mg/L was effected on the removal efficiency of turbidity and dissolved organic carbon in a little different. The optimum of anion polymer content was 0.10 mg/L. The expenses of coagulants and flocculants on cost of treatment were calculated. The optimum conditions of surface water treatment was the using of 40-mg/L Alum due to the cost of treatment was lowest (0.1135 baht/m3) and easy to use.    Keywords : turbidity, dissolved organic carbon, coagulation and flocculation process

Author Biography

Amornrat Wongklom, UBRU

  

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Published

2018-08-17