<?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>1665-6423</journal-id>
<journal-title><![CDATA[Journal of applied research and technology]]></journal-title>
<abbrev-journal-title><![CDATA[J. appl. res. technol]]></abbrev-journal-title>
<issn>1665-6423</issn>
<publisher>
<publisher-name><![CDATA[Universidad Nacional Autónoma de México, Instituto de Ciencias Aplicadas y Tecnología]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S1665-64232011000200010</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[A Fast Simulation Method for Wave Transformation Processes In Coastal Zones]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Herrera-Díaz]]></surname>
<given-names><![CDATA[I.E]]></given-names>
</name>
<xref ref-type="aff" rid="A01"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Couder-Castañeda]]></surname>
<given-names><![CDATA[C]]></given-names>
</name>
<xref ref-type="aff" rid="A02"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Ramírez León]]></surname>
<given-names><![CDATA[H]]></given-names>
</name>
<xref ref-type="aff" rid="A02"/>
</contrib>
</contrib-group>
<aff id="A01">
<institution><![CDATA[,Centro de Investigación en Matemáticas  ]]></institution>
<addr-line><![CDATA[Guanajuato Gto]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="A02">
<institution><![CDATA[,Mexican Petroleum Institute  ]]></institution>
<addr-line><![CDATA[Mexico City ]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>08</month>
<year>2011</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>08</month>
<year>2011</year>
</pub-date>
<volume>9</volume>
<numero>2</numero>
<fpage>249</fpage>
<lpage>272</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S1665-64232011000200010&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S1665-64232011000200010&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S1665-64232011000200010&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[We develop a numerical model based on the mild-slope equation of water wave propagation over complex bathymetrys, taking into account the combined effects of refraction, diffraction and reflection due to protection structures. The numerical method was developed using a split proposed version of the mild-slope equation in elliptical form and solved by an implicit method in a finite volume mesh, this technique easily allows the modeling of the wave transformations caused by the protection structures in coastal waters, where industrial and other economic activities take place. Study cases controlled have been made and the results match very well with the reference solution. The capability and utility of the model for coastal areas are illustrated by its application to the breakwater of the Laguna Verde Nuclear Power Plant (LVNPP) and the protection structure of the Nautical Marine named "Los Ayala".]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[Se desarrolla un método numérico para resolver la ecuación de la pendiente suave, para el estudio de la propagación del oleaje en batimetrías complejas, tomando en cuenta los efectos combinados de la refracción, difracción y reflexión causados por estructuras de protección. El método numérico se basa en la descomposición de la ecuación de la pendiente suave en su forma elíptica para resolverla por un método implícito en volúmenes finitos. Esta técnica permite la modelación de las transformaciones del oleaje causadas por las estructuras de protección en aguas costeras, donde actividades industriales y recreativas tienen lugar. Casos de estudio controlados fueron hechos y los resultados coinciden con la solución de referencia. La capacidad y utilidad del modelo para aguas costeras es ilustrado con la aplicación al rompeolas de la Planta Nuclear de Laguna Verde y la estructura de protección en la Marina Náutica "Los Ayala".]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[near-shore]]></kwd>
<kwd lng="en"><![CDATA[wave transformation]]></kwd>
<kwd lng="en"><![CDATA[protection structures]]></kwd>
<kwd lng="en"><![CDATA[implicit method]]></kwd>
</kwd-group>
</article-meta>
</front><body><![CDATA[ <p align="center"><font face="verdana" size="4"><b>A Fast Simulation Method for Wave Transformation Processes In Coastal Zones</b></font></p>     <p align="center"><font face="verdana" size="2">&nbsp;</font></p>     <p align="center"><font face="verdana" size="2"><b>I.E Herrera&#150;D&iacute;az*<sup>1</sup>, C. Couder&#150;Casta&ntilde;eda<sup>2</sup>, H. Ram&iacute;rez Le&oacute;n<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><sup>1</sup> Centro de Investigaci&oacute;n en Matem&aacute;ticas, AC. Jalisco S/N, Col. Valenciana, CP 36240 Guanajuato, Gto, Mexico. *E&#150;mail:</i> <a href="mailto:enriquehd@cimat.mx">enriquehd@cimat.mx</a></font></p>     <p align="justify"><font face="verdana" size="2"><i><sup>2</sup> Mexican Petroleum Institute, Eje Central L&aacute;zaro C&aacute;rdenas 152, CP 07730, Mexico City, Mexico.</i></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">We develop a numerical model based on the mild&#150;slope equation of water wave propagation over complex bathymetrys, taking into account the combined effects of refraction, diffraction and reflection due to protection structures. The numerical method was developed using a split proposed version of the mild&#150;slope equation in elliptical form and solved by an implicit method in a finite volume mesh, this technique easily allows the modeling of the wave transformations caused by the protection structures in coastal waters, where industrial and other economic activities take place. Study cases controlled have been made and the results match very well with the reference solution. The capability and utility of the model for coastal areas are illustrated by its application to the breakwater of the Laguna Verde Nuclear Power Plant (LVNPP) and the protection structure of the Nautical Marine named "Los Ayala".</font></p>     <p align="justify"><font face="verdana" size="2"><b>Keywords:</b> near&#150;shore, wave transformation, protection structures, implicit method.</font></p>     ]]></body>
<body><![CDATA[<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">Se desarrolla un m&eacute;todo num&eacute;rico para resolver la ecuaci&oacute;n de la pendiente suave, para el estudio de la propagaci&oacute;n del oleaje en batimetr&iacute;as complejas, tomando en cuenta los efectos combinados de la refracci&oacute;n, difracci&oacute;n y reflexi&oacute;n causados por estructuras de protecci&oacute;n. El m&eacute;todo num&eacute;rico se basa en la descomposici&oacute;n de la ecuaci&oacute;n de la pendiente suave en su forma el&iacute;ptica para resolverla por un m&eacute;todo impl&iacute;cito en vol&uacute;menes finitos. Esta t&eacute;cnica permite la modelaci&oacute;n de las transformaciones del oleaje causadas por las estructuras de protecci&oacute;n en aguas costeras, donde actividades industriales y recreativas tienen lugar. Casos de estudio controlados fueron hechos y los resultados coinciden con la soluci&oacute;n de referencia. La capacidad y utilidad del modelo para aguas costeras es ilustrado con la aplicaci&oacute;n al rompeolas de la Planta Nuclear de Laguna Verde y la estructura de protecci&oacute;n en la Marina N&aacute;utica "Los Ayala".</font></p>     <p align="justify"><font face="verdana" size="2">&nbsp;</font></p>     <p align="justify"><font face="verdana" size="2"><a href="/pdf/jart/v9n2/v9n2a10.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><i>References</i></b></font></p>     <!-- ref --><p align="justify"><font face="verdana" size="2">&#91;1&#93; J.C.W. Berkhoff. Computation of combined refraction&#150;diffraction. Proc. 13th Coastal Eng. 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<surname><![CDATA[Li]]></surname>
<given-names><![CDATA[R]]></given-names>
</name>
<name>
<surname><![CDATA[Liu]]></surname>
<given-names><![CDATA[J]]></given-names>
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<name>
<surname><![CDATA[Pan]]></surname>
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<article-title xml:lang="en"><![CDATA[Numerical simulation of the nonlinear parabolic mild-slope equation]]></article-title>
<source><![CDATA[Shuidonglixue Yanjiu yu Jinzhan/Chinese Journal of Hydrodynamics Ser.A]]></source>
<year>2010</year>
<volume>25</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>44-49</page-range></nlm-citation>
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</article>
