<?xml version="1.0" encoding="ISO-8859-1"?><article xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance">
<front>
<journal-meta>
<journal-id>1665-2738</journal-id>
<journal-title><![CDATA[Revista mexicana de ingeniería química]]></journal-title>
<abbrev-journal-title><![CDATA[Rev. Mex. Ing. Quím]]></abbrev-journal-title>
<issn>1665-2738</issn>
<publisher>
<publisher-name><![CDATA[Universidad Autónoma Metropolitana, División de Ciencias Básicas e Ingeniería]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S1665-27382008000200008</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Análisis y reconfiguración óptima de líneas de efluentes a una unidad de tratamiento multicontaminante]]></article-title>
<article-title xml:lang="en"><![CDATA[Analysis and optimal retrofit of effluent lines entering a multicontaminant treatment unit]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Hernández-Suárez]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<xref ref-type="aff" rid="A01"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Zamora-Mata]]></surname>
<given-names><![CDATA[J.M.]]></given-names>
</name>
<xref ref-type="aff" rid="A02"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Murrieta-Guevara]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<xref ref-type="aff" rid="A01"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Lugo-Leyte]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<xref ref-type="aff" rid="A02"/>
</contrib>
</contrib-group>
<aff id="A01">
<institution><![CDATA[,Instituto Mexicano del Petróleo Programa de Investigación y Desarrollo Tecnológico de Procesos y Reactores ]]></institution>
<addr-line><![CDATA[Cd. de México ]]></addr-line>
<country>México</country>
</aff>
<aff id="A02">
<institution><![CDATA[,Universidad Autónoma Metropolitana Departamento de Ingeniería de Procesos e Hidráulica Unidad Iztapalapa]]></institution>
<addr-line><![CDATA[Cd. de México ]]></addr-line>
<country>México</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>08</month>
<year>2008</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>08</month>
<year>2008</year>
</pub-date>
<volume>7</volume>
<numero>2</numero>
<fpage>151</fpage>
<lpage>162</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S1665-27382008000200008&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S1665-27382008000200008&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S1665-27382008000200008&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Este trabajo trata sobre el problema de optimización de sistemas multi-contaminantes de efluentes industriales que contienen una unidad de tratamiento. Los altos costos que representan la construcción de nuevas plantas de tratamiento de efluentes cuando se deben cumplir restricciones normativas más severas en las industrias, hace obligatorio la búsqueda de alternativas que sean atractivas para el reuso de los sistemas existentes. Se propone un procedimiento que enfatiza la re-evaluación y reconfiguración de instalaciones de tratamiento de contaminantes existentes, que tiene como base la solución sucesiva de un modelo de programación no lineal (PNL). En el método de programación matemática que se propone, se desarrolla un modelo matemático de programación no lineal y no convexo, que exhibe la presencia de bilinealidades que frecuentemente causan problemas de convergencia a soluciones óptimas globales. Para evitar tales dificultades, en el procedimiento de solución y análisis del problema que se presenta se introduce un modelo de programación lineal, donde se obtienen los menores costos de tratamiento, para ajustarse a tales cambios más estrictos en las regulaciones ambientales. Un problema ilustrativo es presentado para demostrar el método y conducir un análisis sistemático de la región factible de diseño.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[The investment costs involved in the construction of a new treatment system, and the fact that standards for the discharge of contaminants to the environment may vary during the life of an industrial plant, foster the development of methodologies for the analysis, and development of cost effective retrofit designs for wastewater treatment systems. This paper presents an efficient methodology for the analysis and retrofit of multi-contaminant wastewater treatment systems which involve a single treatment unit. The developed methodology is based on a non linear programming model that captures the topological and operational features of a treatment superstructure, which contains all possible layouts for the treatment system, and incorporates a recycle stream that strengthens the system's contaminant removal capabilities. The developed nonconvex mathematical model is accompanied by a non deterministic, but very reliable solution strategy that conducts a systematical exploration of the search space, in the pursuit for global optimal solutions. A case study that includes both, the analysis, and the retrofit of an existing wastewater treatment system, under current and foreseeable contaminant concentration limits, is utilized to illustrate the proposed methodology.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[diseño de sistemas de tratamiento multi-contaminante de efluentes]]></kwd>
<kwd lng="es"><![CDATA[análisis y reconfiguración de líneas de efluentes]]></kwd>
<kwd lng="es"><![CDATA[optimización no convexa]]></kwd>
<kwd lng="es"><![CDATA[regulaciones ambientales]]></kwd>
<kwd lng="es"><![CDATA[región factible de diseño]]></kwd>
<kwd lng="en"><![CDATA[design of wastewater treatment system]]></kwd>
<kwd lng="en"><![CDATA[analysis and retrofit design]]></kwd>
<kwd lng="en"><![CDATA[nonconvex optimization]]></kwd>
<kwd lng="en"><![CDATA[network superstructure]]></kwd>
<kwd lng="en"><![CDATA[environmental regulations]]></kwd>
</kwd-group>
</article-meta>
</front><body><![CDATA[ <p align="justify"><font face="verdana" size="4">Optimizaci&oacute;n y s&iacute;ntesis de procesos </font></p>     <p align="justify"><font face="verdana" size="4">&nbsp;</font></p>     <p align="center"><font face="verdana" size="4"><b>An&aacute;lisis y reconfiguraci&oacute;n &oacute;ptima de l&iacute;neas de efluentes a una unidad de tratamiento multicontaminante</b></font></p>     <p align="center"><font face="verdana" size="2">&nbsp;</font></p>     <p align="center"><font face="verdana" size="3"><b>Analysis and optimal retrofit of effluent lines entering a multicontaminant treatment unit</b></font></p>     <p align="center"><font face="verdana" size="2">&nbsp;</font></p>     <p align="center"><font face="verdana" size="2"><b>R. Hern&aacute;ndez&#150;Su&aacute;rez<sup>1</sup>*, J.M. Zamora&#150;Mata<sup>2</sup>, F. Murrieta&#150;Guevara<sup>1</sup> y R. Lugo&#150;Leyte<sup>2</sup></b></font></p>     <p align="justify"><font face="verdana" size="2">&nbsp;</font></p>     <p align="justify"><font face="verdana" size="2"><i><i><sup>1</sup></i> Programa de Investigaci&oacute;n y Desarrollo Tecnol&oacute;gico de Procesos y Reactores, Instituto Mexicano del Petr&oacute;leo, Cd. de M&eacute;xico, 07730 M&eacute;xico. <i>* Autor para la correspondencia. E&#150;mail: </i></i><a href="mailto:rhsuarez@imp.mx">rhsuarez@imp.mx</a>. <i><i>Tel: (55) 91758206, Fax: (55) 9175 8429</i></i></font></p>     <p align="justify"><font face="verdana" size="2"><i><sup>2</sup> Departamento de Ingenier&iacute;a de Procesos e Hidr&aacute;ulica. Universidad Aut&oacute;noma Metropolitana&#150;Iztapalapa, Cd. de M&eacute;xico, 09340 M&eacute;xico.</i></font></p>     ]]></body>
<body><![CDATA[<p align="justify"><font face="verdana" size="2">&nbsp;</font></p>     <p align="justify"><font face="verdana" size="2">Recibido 8 de Octubre 2007    <br> Aceptado 6 de Junio 2008</font></p>     <p align="justify"><font face="verdana" size="2">&nbsp;</font></p>     <p align="justify"><font face="verdana" size="2"><b>Resumen</b></font></p>     <p align="justify"><font face="verdana" size="2">Este trabajo trata sobre el problema de optimizaci&oacute;n de sistemas multi&#150;contaminantes de efluentes industriales que contienen una unidad de tratamiento. Los altos costos que representan la construcci&oacute;n de nuevas plantas de tratamiento de efluentes cuando se deben cumplir restricciones normativas m&aacute;s severas en las industrias, hace obligatorio la b&uacute;squeda de alternativas que sean atractivas para el reuso de los sistemas existentes. Se propone un procedimiento que enfatiza la re&#150;evaluaci&oacute;n y reconfiguraci&oacute;n de instalaciones de tratamiento de contaminantes existentes, que tiene como base la soluci&oacute;n sucesiva de un modelo de programaci&oacute;n no lineal (PNL). En el m&eacute;todo de programaci&oacute;n matem&aacute;tica que se propone, se desarrolla un modelo matem&aacute;tico de programaci&oacute;n no lineal y no convexo, que exhibe la presencia de bilinealidades que frecuentemente causan problemas de convergencia a soluciones &oacute;ptimas globales. Para evitar tales dificultades, en el procedimiento de soluci&oacute;n y an&aacute;lisis del problema que se presenta se introduce un modelo de programaci&oacute;n lineal, donde se obtienen los menores costos de tratamiento, para ajustarse a tales cambios m&aacute;s estrictos en las regulaciones ambientales. Un problema ilustrativo es presentado para demostrar el m&eacute;todo y conducir un an&aacute;lisis sistem&aacute;tico de la regi&oacute;n factible de dise&ntilde;o.</font></p>     <p align="justify"><font face="verdana" size="2"><b>Palabras clave: </b>dise&ntilde;o de sistemas de tratamiento multi&#150;contaminante de efluentes, an&aacute;lisis y reconfiguraci&oacute;n de l&iacute;neas de efluentes, optimizaci&oacute;n no convexa, regulaciones ambientales, regi&oacute;n factible de dise&ntilde;o.</font></p>     <p align="justify"><font face="verdana" size="2">&nbsp;</font></p>     <p align="justify"><font face="verdana" size="2"><b>Abstract</b></font></p>     <p align="justify"><font face="verdana" size="2">The investment costs involved in the construction of a new treatment system, and the fact that standards for the discharge of contaminants to the environment may vary during the life of an industrial plant, foster the development of methodologies for the analysis, and development of cost effective retrofit designs for wastewater treatment systems. This paper presents an efficient methodology for the analysis and retrofit of multi&#150;contaminant wastewater treatment systems which involve a single treatment unit. The developed methodology is based on a non linear programming model that captures the topological and operational features of a treatment superstructure, which contains all possible layouts for the treatment system, and incorporates a recycle stream that strengthens the system's contaminant removal capabilities. The developed nonconvex mathematical model is accompanied by a non deterministic, but very reliable solution strategy that conducts a systematical exploration of the search space, in the pursuit for global optimal solutions. A case study that includes both, the analysis, and the retrofit of an existing wastewater treatment system, under current and foreseeable contaminant concentration limits, is utilized to illustrate the proposed methodology.</font></p>     ]]></body>
<body><![CDATA[<p align="justify"><font face="verdana" size="2"><b>Keywords: </b>design of wastewater treatment system, analysis and retrofit design, nonconvex optimization, network superstructure, environmental regulations.</font></p>     <p align="justify"><font face="verdana" size="2">&nbsp;</font></p>     <p align="justify"><font face="verdana" size="2"><a href="/pdf/rmiq/v7n2/v7n2a8.pdf" target="_blank">DESCARGAR ART&Iacute;CULO EN FORMATO PDF</a> </font></p>     <p align="justify"><font face="verdana" size="2">&nbsp;</font></p>     <p align="justify"><font face="verdana" size="2"><b>Referencias</b></font></p>     <!-- ref --><p align="justify"><font face="verdana" size="2">Alva&#150;Arg&aacute;ez, A., Kokossis, A., Smith, R. (1998). Wastewater Minimization of Industrial. 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