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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>4</volume_number>
		<issue_number>1</issue_number>
		<publication_year>2011</publication_year>
	</journal>
	<doi>10.5194/dwesd-4-151-2011</doi>
	<article_url>http://www.drink-water-eng-sci-discuss.net/4/151/2011/</article_url>
	<abstract_html>http://www.drink-water-eng-sci-discuss.net/4/151/2011/dwesd-4-151-2011.html</abstract_html>
	<fulltext_pdf>http://www.drink-water-eng-sci-discuss.net/4/151/2011/dwesd-4-151-2011.pdf</fulltext_pdf>
	<start_page>151</start_page>
	<end_page>172</end_page>
	<publication_date>2011-12-07</publication_date>
	<article_title content_type="html">A new model for the simplification of particle counting data</article_title>
	<authors>
		<author numeration="1" affiliations="1">
			<name>M. F. Fadal</name>
		</author>
		<author numeration="2" affiliations="1">
			<name>J. Haarhoff</name>
			<email>jhaarhoff@uj.ac.za</email>
		</author>
		<author numeration="3" affiliations="2">
			<name>S. Marais</name>
		</author>
	</authors>
	<affiliations>
		<affiliation numeration="1" content_type="html">Department of Civil Engineering Science, University of Johannesburg, South Africa</affiliation>
		<affiliation numeration="2" content_type="html">Process Technology Department, Rand Water, South Africa</affiliation>
	</affiliations>
	<abstract content_type="html">This paper proposes a three-parameter mathematical model to describe the
particle size distribution in a water sample. The proposed model offers some
conceptual advantages over two other models reported on previously, and also
provides a better fit to the particle counting data obtained from 321 water
samples taken over three years at a large South Africa water utility. By
using the data from raw water samples taken from a moderately turbid, large
surface impoundment, as well as samples from the same water after treatment,
typical ranges of the model parameters are presented for both raw and
treated water. Once calibrated, the model allows the calculation of total
particle number and volumes over any randomly selected size interval of
interest.</abstract>
	<references>
		<reference numeration="1" content_type="text"> Ceronio, A. D. and Haarhoff, J.: An improvement on the power law for the description of particle size distribution in potable water treatment, Water Res., 39, 305–313, 2005. </reference>
		<reference numeration="2" content_type="text"> Lawler, D. F.: Particle size distributions in treatment processes: theory and practice, in: Proceedings of the Fourth International Conference: The role of particle characteristics in separation processes, IAWQ-IWSA Joint Specialist Group on Particle Separation, Jeruslaem, 29–30 October 1996, 1997. </reference>
		<reference numeration="3" content_type="text"> Wilczak, A., Howe, E. W., Aleta, E. M., and Lee, R. G.: How pre-oxidation affects particle removal during clarification and filtration, Journal of the American Water Works Association, 94, 85–94, 1992. </reference>
	</references>
</article>

