<?xml version="1.0" encoding="utf-8" standalone="no"?>
<!DOCTYPE article SYSTEM "http://www.hydrol-earth-syst-sci.net/inc/hess/copernicus.dtd">
<article language="en">
	<journal>
		<journal_title>Hydrology and Earth System Sciences</journal_title>
		<journal_url>www.hydrol-earth-syst-sci.net</journal_url>
		<issn>1027-5606</issn>
		<eissn>1607-7938</eissn>
		<volume_number>1</volume_number>
		<issue_number>2</issue_number>
		<publication_year>1997</publication_year>
	</journal>
	<doi>10.5194/hess-1-345-1997</doi>
	<article_url>http://www.hydrol-earth-syst-sci.net/1/345/1997/</article_url>
	<abstract_html>http://www.hydrol-earth-syst-sci.net/1/345/1997/hess-1-345-1997.html</abstract_html>
	<fulltext_pdf>http://www.hydrol-earth-syst-sci.net/1/345/1997/hess-1-345-1997.pdf</fulltext_pdf>
	<start_page>345</start_page>
	<end_page>356</end_page>
	<publication_date>0000-00-00</publication_date>
	<article_title content_type="html">The Use of Neural Networks and Genetic Algorithms for Design of Groundwater Remediation Schemes</article_title>
	<authors>
		<author numeration="1" affiliations="1">
			<name>Z. Rao</name>
		</author>
		<author numeration="2" affiliations="1">
			<name>D. G. Jamieson</name>
		</author>
	</authors>
	<affiliations>
		<affiliation numeration="1" content_type="html">Department of Civil Engineering, University of Newcastle upon Tyne, Newcastle upon Tyne, NE1 7RU, UK</affiliation>
	</affiliations>
	<abstract content_type="html">The increasing incidence of groundwater pollution has
led to recognition of a need to develop objective techniques for designing
reniediation schemes. This paper outlines one such possibility for determining
how many abstraction/injection wells are required, where they should be
located etc., having regard to minimising the overall cost. To that end,
an artificial neural network is used in association with a 2-D or 3-D groundwater
simulation model to determine the performance of different combinations
of abstraction/injection wells. Thereafter, a genetic algorithm is used
to identify which of these combinations offers the least-cost solution
to achieve the prescribed residual levels of pollutant within whatever
timescale is specified. The resultant hybrid algorithm has been shown to
be effective for a simplified but nevertheless representative problem;
based on the results presented, it is expected the methodology developed
will be equally applicable to large-scale, real-world situations.</abstract>
	<references>
	</references>
</article>

