<?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>S2007-24222018000400001</article-id>
<article-id pub-id-type="doi">10.24850/j-tyca-2018-04-01</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Determinación de la vida útil de una protección costera a través de la interacción oleaje-estructura]]></article-title>
<article-title xml:lang="en"><![CDATA[Wave-structure interaction study to assess the service life of coastal structures]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Palemón-Arcos]]></surname>
<given-names><![CDATA[Leonardo]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Torres-Freyermuth]]></surname>
<given-names><![CDATA[Alec]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Medellín]]></surname>
<given-names><![CDATA[Gabriela]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Appendini]]></surname>
<given-names><![CDATA[Christian M.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Álvarez-Arellano]]></surname>
<given-names><![CDATA[Juan A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Gutiérrez-Can]]></surname>
<given-names><![CDATA[Yuriko]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Alvarado-Vigil]]></surname>
<given-names><![CDATA[Horacio]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Hernández-Hernandez]]></surname>
<given-names><![CDATA[Marco A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma del Carmen Facultad de Ingeniería ]]></institution>
<addr-line><![CDATA[Ciudad del Carmen Campeche]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Nacional Autónoma de México Instituto de Ingeniería Laboratorio de Ingeniería y Procesos Costeros]]></institution>
<addr-line><![CDATA[Sisal, Hunucmá Yucatán]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,Universidad Nacional Autónoma de México Instituto de Ingeniería Laboratorio de Ingeniería y Procesos Costeros]]></institution>
<addr-line><![CDATA[Sisal, Hunucmá Yucatán]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af4">
<institution><![CDATA[,Universidad Nacional Autónoma de México Instituto de Ingeniería Laboratorio de Ingeniería y Procesos Costeros]]></institution>
<addr-line><![CDATA[Sisal, Hunucmá Yucatán]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af5">
<institution><![CDATA[,Universidad Autónoma del Carmen Facultad de Ingeniería ]]></institution>
<addr-line><![CDATA[Ciudad del Carmen Campeche]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af6">
<institution><![CDATA[,Universidad Autónoma del Carmen Facultad de Ingeniería ]]></institution>
<addr-line><![CDATA[Ciudad del Carmen Campeche]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af7">
<institution><![CDATA[,Universidad Autónoma del Carmen Facultad de Ingeniería ]]></institution>
<addr-line><![CDATA[Ciudad del Carmen Campeche]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af8">
<institution><![CDATA[,Universidad Autónoma del Carmen Facultad de Ingeniería ]]></institution>
<addr-line><![CDATA[Ciudad del Carmen Campeche]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>08</month>
<year>2018</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>08</month>
<year>2018</year>
</pub-date>
<volume>9</volume>
<numero>4</numero>
<fpage>1</fpage>
<lpage>24</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-24222018000400001&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-24222018000400001&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-24222018000400001&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen La vida útil de las estructuras costeras está en función de las fuerzas ejercidas por la acción combinada del oleaje y el nivel medio del mar. Sin embargo, el estudio de la interacción oleaje-estructura requiere conocer el papel de la rotura, el cual es en un fenómeno complejo que no se puede estudiar de forma analítica. Por tanto, en el presente trabajo propone extender una metodología existente para determinar la vida útil de los diques verticales, utilizando datos de un retroanálisis de oleaje y modelación numérica. Se empleó un algoritmo de máxima disimilitud para seleccionar 600 casos representativos de las condiciones de oleaje y nivel del mar en la zona de estudio, que fueron utilizados para el forzamiento de un modelo de propagación de oleaje. El modelo de propagación de oleaje se encadenó con un modelo no lineal, basado en las ecuaciones no hidrostáticas de aguas someras para calcular las fuerzas sobre la estructura y el rebase. Las fuerzas calculadas fueron utilizadas por un modelo de análisis estructural para cuantificar los movimientos asociados con la interacción oleaje-estructura. Los resultados de rebase y fuerzas fueron interpolados para las condiciones no modeladas, con el fin de reconstruir la serie temporal de 30 años. Estos resultados permiten caracterizar el fallo asociado con diferentes periodos de retorno. Finalmente, los resultados numéricos fueron utilizados para calibrar modelos semianalíticos y paramétricos para su uso en la zona de estudio.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract The functionality of coastal structures depends on the forces exerted by waves in combination with the mean sea level. Nevertheless, the study of wave structure requires determining the flow during the wave breaking processes, which cannot be solved analytically. Therefore, this work aims to extend an existing methodology to determine the service life of coastal structures using a 30-year wave hindcast and numerical models. For this, we used a maximum dissimilarity algorithm to select 600 representative combinations of waves, and the mean sea level, to simulate the wave-structure interaction using a non-hydrostatic non-linear shallow water equations model, coupled with a structural model. Subsequently, we quantified the failures due to overtopping and sliding associated to the simulated cases. An interpolation technique allowed us to reconstruct the 30-year time series of wave overtopping and wave-forces. Thus, the approach presented made it possible to characterize the failure of structures based on return periods. Moreover, numerical results were employed to calibrate existing semi-analytical models in order to quickly assess structural failure in the study area.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[diques verticales]]></kwd>
<kwd lng="es"><![CDATA[vida útil]]></kwd>
<kwd lng="es"><![CDATA[interacción oleaje-estructura]]></kwd>
<kwd lng="es"><![CDATA[funcionalidad estructural]]></kwd>
<kwd lng="en"><![CDATA[Vertical breakwaters]]></kwd>
<kwd lng="en"><![CDATA[service life]]></kwd>
<kwd lng="en"><![CDATA[wave-structure interaction]]></kwd>
<kwd lng="en"><![CDATA[structure functionality]]></kwd>
</kwd-group>
</article-meta>
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