<?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>2007-2422</journal-id>
<journal-title><![CDATA[Tecnología y ciencias del agua]]></journal-title>
<abbrev-journal-title><![CDATA[Tecnol. cienc. agua]]></abbrev-journal-title>
<issn>2007-2422</issn>
<publisher>
<publisher-name><![CDATA[Instituto Mexicano de Tecnología del Agua, Coordinación de Comunicación, Participación e Información]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S2007-24222017000400139</article-id>
<article-id pub-id-type="doi">10.24850/j-tyca-2017-04-09</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Optimización en el diseño de un sistema de tratamiento de aguas residuales integrado por tres lagunas de estabilización]]></article-title>
<article-title xml:lang="en"><![CDATA[Optimization in the design of a wastewater treatment system integrated by three stabilization lagoon]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Cortés-Martínez]]></surname>
<given-names><![CDATA[Facundo]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Treviño-Cansino]]></surname>
<given-names><![CDATA[Alejandro]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Espinoza-Fraire]]></surname>
<given-names><![CDATA[Arturo Tadeo]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Sáenz-López]]></surname>
<given-names><![CDATA[Agustín]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Alcorta-García]]></surname>
<given-names><![CDATA[María Aracelia]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[González-Barrios]]></surname>
<given-names><![CDATA[José Luis]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Martínez-Rojas]]></surname>
<given-names><![CDATA[Rodolfo]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Cruz-Acosta]]></surname>
<given-names><![CDATA[Francisco Javier de la]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Juárez del Estado de Durango  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>México</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Autónoma de Nuevo León  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,Instituto Nacional de Investigaciones Forestales, Agrícolas y Pecuarias  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>08</month>
<year>2017</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>08</month>
<year>2017</year>
</pub-date>
<volume>8</volume>
<numero>4</numero>
<fpage>139</fpage>
<lpage>155</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-24222017000400139&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-24222017000400139&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-24222017000400139&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen: El artículo presenta un modelo matemático para la optimización de un sistema lagunar integrado por tres lagunas: anaerobia, facultativa y de maduración. El modelo matemático de optimización tiene como objetivo la minimización del área ocupada por el sistema lagunar, y presenta como restricciones la calidad del agua en el efluente: demanda bioquímica de oxígeno y el número de coliformes fecales; además, se restringe la dispersión (mayor o igual a 0.05), con el propósito de favorecer el flujo disperso en la laguna facultativa y en la laguna de maduración. Las variables cambiantes en el modelo de optimización son las siguientes: tiempo de retención y número de mamparas tanto de la laguna facultativa como la de maduración, y la relación largo ancho para la laguna anaerobia. Se diseñó un sistema de lagunas, luego se aplicó el modelo matemático propuesto. Los resultados muestran una disminución del área de 15.16%. Los dos estudios cumplen con límites máximos permisibles de descarga de acuerdo con la NOM-SEMARNAT-1996: calidad del agua residual tratada para el vertido a los cuerpos receptores.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract: Article presents a mathematical model for the optimization of a lagoon system composed of three lagoons: anaerobic, facultative and maturation. The mathematical model of optimization aims at minimizing the area occupied by the lagoon system, and has as restrictions the water quality in the effluent: biochemical oxygen demand and the number of fecal coliforms; In addition, the dispersion (greater than or equal to 0.05) is restricted, in order to favor the dispersed flow in the facultative lagoon and the ripening lagoon. The changing variables in the optimization model are the following: retention time and number of screens, both facultative and maturation lagoons, and the long wide ratio for the anaerobic lagoon. A lagoon system design was performed, then the proposed mathematical model was applied. The results show a decrease of the area of 15.16 percent. The two studies comply with maximum permissible discharge limits, according to NOM-SEMARNAT-1996: quality of wastewater treated for discharge to receiving bodies.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[dispersión]]></kwd>
<kwd lng="es"><![CDATA[optimización]]></kwd>
<kwd lng="es"><![CDATA[restricciones]]></kwd>
<kwd lng="es"><![CDATA[sistema lagunar y tiempo de retención]]></kwd>
<kwd lng="en"><![CDATA[dispersion]]></kwd>
<kwd lng="en"><![CDATA[optimization]]></kwd>
<kwd lng="en"><![CDATA[constraints]]></kwd>
<kwd lng="en"><![CDATA[lagoon system and retention time]]></kwd>
</kwd-group>
</article-meta>
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