Effect of natural organic compounds on the removal of organic carbon in coagulation and flocculation processes

Jegatheesan, V., Lamsal, P. R., Visvanathan, C., Ngo, H. H. and Shu, L. 2002, Effect of natural organic compounds on the removal of organic carbon in coagulation and flocculation processes, Water science and technology : water supply, vol. 2, no. 5-6, pp. 473-479.

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Title Effect of natural organic compounds on the removal of organic carbon in coagulation and flocculation processes
Author(s) Jegatheesan, V.
Lamsal, P. R.
Visvanathan, C.
Ngo, H. H.
Shu, L.
Journal name Water science and technology : water supply
Volume number 2
Issue number 5-6
Start page 473
End page 479
Total pages 7
Publisher IWA Publishing
Place of publication London, England
Publication date 2002
ISSN 1606-9749
Keyword(s) coagulation
natural organic matter (NOM)
total organic carbon (TOC)
Summary Natural organic matter (NOM) in water contains organic compounds that are both hydrophobic and hydrophilic with a wide range of molecular weights. It is composed of non-homogeneous organic compounds such as humic substances, amino acids, sugars, aliphatic and aromatic acids, and other chemical synthetic organic matters. NOM in water is a major concern not only because of its contribution to the formation of disinfection by-products (DBPs) and taste and odor, but also its influence on the demand for coagulants and disinfectants, the removal efficiency of water treatment processes, etc. This research aims at identifying the influence of NOM in coagulation and flocculation processes in order to optimize the coagulation and flocculation conditions. In this study, pretreated pond water was used as the source water. It was observed from the experimental results that: (1) The optimum pH for coagulation to remove NOM is around 7. (2) The optimum alum dose at this pH can vary from 125-1,225 mgl-1 when the TOC is increased from 4 to 25 mgl-1. (3) The presence of secondary compounds such as Ca2+, Mg2+ divalent cations had no significant effect on the removal of organic matter. (4) The presence of clay increased the organic removal by 15%. (5) The organic compound with higher molecular weight has higher removal affinity in coagulation process. (6) Floc size and settling velocity of floc and sludge production all increased with the increase in NOM concentration. From the results of Capillary Suction Time (CST) tests, the floc formed with lower TOC readily released the water to make the dewatering process easier. (7) The organic removal efficiency was significantly different for natural water containing non-homogeneous organic compounds compared to the synthetic water containing humic acid only (homogeneous organic matter). For example, the NOM removal efficiency was 80% for the synthetic water containing humic acid with TOC of 7 mgl-1 at pH 7; but the NOM removal for the pretreated pond water was 60%.
Language eng
Field of Research 099999 Engineering not elsewhere classified
Socio Economic Objective 970109 Expanding Knowledge in Engineering
HERDC Research category C1.1 Refereed article in a scholarly journal
ERA Research output type C Journal article
Persistent URL http://hdl.handle.net/10536/DRO/DU:30039700

Document type: Journal Article
Collection: Faculty of Science, Engineering and Built Environment
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