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<article language="en">
	<journal>
		<journal_title>Drinking Water Engineering and Science Discussions</journal_title>
		<journal_url>www.drink-water-eng-sci-discuss.net</journal_url>
		<issn>1996-9473</issn>
		<eissn>1996-9481</eissn>
		<volume_number>2</volume_number>
		<issue_number>2</issue_number>
		<publication_year>2009</publication_year>
	</journal>
	<doi>10.5194/dwesd-2-205-2009</doi>
	<article_url>http://www.drink-water-eng-sci-discuss.net/2/205/2009/</article_url>
	<abstract_html>http://www.drink-water-eng-sci-discuss.net/2/205/2009/dwesd-2-205-2009.html</abstract_html>
	<fulltext_pdf>http://www.drink-water-eng-sci-discuss.net/2/205/2009/dwesd-2-205-2009.pdf</fulltext_pdf>
	<start_page>205</start_page>
	<end_page>229</end_page>
	<publication_date>2009-11-03</publication_date>
	<article_title content_type="html">Optimized conditions for application of organic flocculant aids in water purification</article_title>
	<authors>
		<author numeration="1" affiliations="1">
			<name>P. Polasek</name>
			<email>polasek@mweb.co.za</email>
		</author>
	</authors>
	<affiliations>
		<affiliation numeration="1" content_type="html">Water &amp; Wastewater Treatment Consulting Engineer, P.O. Box 61965, Marshalltown, 2107, South Africa</affiliation>
	</affiliations>
	<abstract content_type="html">The application of organic flocculant aid (OFA) to a system undergoing
aggregation has a direct effect on the quality of purified water as well as
the settleability of resultant agglomerates. The optimum conditions for OFA
application exist when the formation of aggregates by means of
destabilisation (aggregation – CPE) reagent reaches flocculation optimum,
i.e. the measure of flocculation &amp;gamma;=1, prior to OFA addition. Such method of
OFA application is called the Post-Orthokinetic Agglomeration (POA) process.
The POA process results in the formation of the fastest settleable
agglomerates and the best quality of purified water matching that attainable
without the use of OFA. Recirculation of the sludge conditioned by OFA back
to the process of particle aggregation was found undesirable as it adversely
affects the purified water quality as well as the settleability of produced
agglomerates.</abstract>
	<references>
		<reference numeration="1" content_type="text"> Hereit, F., Mutl., S., and Vagner, V.: The formation of separable suspension and the methods its assessment, J. Aqua, 29, 95–99, 1980. </reference>
		<reference numeration="2" content_type="text"> Polasek, P.: Methods and testing procedures for monitoring and evaluating waterworks performance, Proc. Int. Conf., Johannesburg, 1980a. </reference>
		<reference numeration="3" content_type="text"> Polasek, P.: HR clarifier performance results, Proc. Int. Conf., Johannesburg, 1980b. </reference>
		<reference numeration="4" content_type="text"> Polasek, P. and Mutl, S.: Acceleration of gravity separation process, J. Filtration, 5(1), 33–39, 2005a. </reference>
		<reference numeration="5" content_type="text"> Polasek, P. and Mutl, S.: High Rate Clarification Technology, Proc. IWA Spec. Conf., Particle Separation 2005, Seoul, South Korea, 2005b. </reference>
		<reference numeration="6" content_type="text"> Vostrcil, J.: The effect of organic flocculants on water treatment and decontamination of water by a floc blanket, VUV Praha, Prace a Studie No. 129, 1971. </reference>
	</references>
</article>

