Optimisation of the coagulation step in a coagulation/direct filtration process in which filtration takes place in a lightweight expanded clay aggregates (Filtralite) filter is investigated. The water is high in NOM but low in turbidity, a situation frequently found in Norwegian lake water. Experimental studies in a pilot-scale direct filtration plant compare filtration efficiencies for different coagulants and coagulation conditions. Type of coagulant and coagulant dose are optimised as well as the pH of coagulation for four different coagulants. It is demonstrated that the biopolymer chitosan is a very interesting alternative coagulant in this particular process situation. Also poly-aluminium chloride (PAX) is superior to the traditional metal-salts, aluminium sulphate (ALG) and ferric chloride sulphate (JKL) in terms of turbidity and residual metal. Coagulation with ALG and JKL results in a certain floc-particle (turbidity) ‘leakage’ from the clay aggregate filter, while such ‘leakage’ is not equally evident when PAX and chitosan are used for coagulation.
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March 2002
This article was originally published in
Journal of Water Supply: Research and Technology-Aqua
Article Contents
Research Article|
March 01 2002
Coagulation optimisation for NOM removal by direct filtration in clay aggregate filters
Torgeir Saltnes;
1NTNU-Norwegian University of Science and Technology, Dept. of Hydraulic and Environmental Engineering, N-7491 Trondheim, Norway and Optiroc AS, PO Box 216 Alnabru, N-0614 Oslo, Norway
Fax: +47 73 59 12 98; E-mail: [email protected]
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Hallvard Ødegaard;
Hallvard Ødegaard
2NTNU-Norwegian University of Science and Technology, Dept. of Hydraulic and Environmental Engineering, N-7491 Trondheim, Norway
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Bjørnar Eikebrokk
Bjørnar Eikebrokk
3SINTEF Civil and Environmental Engineering, Dept. Water and Wastewater, N-7465 Trondheim, Norway
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Journal of Water Supply: Research and Technology-Aqua (2002) 51 (2): 125–134.
Citation
Torgeir Saltnes, Hallvard Ødegaard, Bjørnar Eikebrokk; Coagulation optimisation for NOM removal by direct filtration in clay aggregate filters. Journal of Water Supply: Research and Technology-Aqua 1 March 2002; 51 (2): 125–134. doi: https://doi.org/10.2166/aqua.2002.0010
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