<?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>1680-0338</journal-id>
<journal-title><![CDATA[Ingeniería Hidráulica y Ambiental]]></journal-title>
<abbrev-journal-title><![CDATA[riha]]></abbrev-journal-title>
<issn>1680-0338</issn>
<publisher>
<publisher-name><![CDATA[Centro de Investigaciones Hidráulicas (CIH). Facultad de Ingeniería Civil. Universidad Tecnológica de La Habana "José A. Hecheverría" CUJAE]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S1680-03382020000100030</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Estabilidad de rompeolas emergidos bajo la acción del oleaje irregular]]></article-title>
<article-title xml:lang="en"><![CDATA[Rubble mound emerged breakwater stability over irregular wave action]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Ruiz]]></surname>
<given-names><![CDATA[Jaime Roberto]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Flores]]></surname>
<given-names><![CDATA[Zurvia]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Fragoso Sandoval]]></surname>
<given-names><![CDATA[Lucio]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Escuela Superior de Ingeniería y Arquitectura Unidad Adolfo López Mateos (Zacatenco) ]]></institution>
<addr-line><![CDATA[Ciudad de México ]]></addr-line>
<country>México</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>04</month>
<year>2020</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>04</month>
<year>2020</year>
</pub-date>
<volume>41</volume>
<numero>1</numero>
<fpage>30</fpage>
<lpage>42</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://scielo.sld.cu/scielo.php?script=sci_arttext&amp;pid=S1680-03382020000100030&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://scielo.sld.cu/scielo.php?script=sci_abstract&amp;pid=S1680-03382020000100030&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://scielo.sld.cu/scielo.php?script=sci_pdf&amp;pid=S1680-03382020000100030&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[RESUMEN Los rompeolas emergidos son estructuras que brindan protección a la infraestructura portuaria, por lo cual es esencial tener un conocimiento de su comportamiento bajo la acción del oleaje. El oleaje presenta varios efectos hidrodinámicos sobre los rompeolas, entre los cuales está su estabilidad objeto de este estudio. Éste se realizó en el Laboratorio de Ingeniería Hidráulica de la Escuela Superior de Ingeniería y Arquitectura - Unidad Zacatenco del Instituto Politécnico Nacional de México, en el canal angosto con generador hidráulico de oleaje y equipo de medición de olas controlados por computadoras. En el anterior se analizó la estabilidad de dos estructuras a través de mediciones de oleaje, así como de fotografía y video, las cuales aportaron información que se correlacionó con criterios encontrados en el estado del arte.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[ABSTRACT Emerged breakwaters are structures that give protection to the ports infrastructure, so it is essential to have an appropriate knowledge of its behavior under the wave action. Waves generate several hydrodynamic effects on the breakwater, the stability of which is the object of this study. The study was realized in the Laboratorio de Ingeniería Hidráulica de la Escuela Superior de Ingeniería y Arquitectura - Unidad Zacatenco del Instituto Politécnico Nacional de México, in a wave flume with hydraulic generator of irregular waves and wave meter equipment controlled by computer. It was possible to analyze the behavior of two structures through wave measurement, photography and video, giving information that was compared with criteria found in the literature.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[canal de olas]]></kwd>
<kwd lng="es"><![CDATA[ensayos]]></kwd>
<kwd lng="es"><![CDATA[estabilidad]]></kwd>
<kwd lng="es"><![CDATA[oleaje irregular]]></kwd>
<kwd lng="es"><![CDATA[rompeolas]]></kwd>
<kwd lng="en"><![CDATA[wave flume]]></kwd>
<kwd lng="en"><![CDATA[tests]]></kwd>
<kwd lng="en"><![CDATA[stability]]></kwd>
<kwd lng="en"><![CDATA[irregular waves]]></kwd>
<kwd lng="en"><![CDATA[breakwater]]></kwd>
</kwd-group>
</article-meta>
</front><back>
<ref-list>
<ref id="B1">
<nlm-citation citation-type="confpro">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Berenger]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Baonza]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<source><![CDATA[Experimental research on hollowed cubes for breakwater protection]]></source>
<year>1999</year>
<conf-name><![CDATA[ International Conference Coastal Structures]]></conf-name>
<conf-loc>Santander, Spain </conf-loc>
</nlm-citation>
</ref>
<ref id="B2">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Beresford]]></surname>
<given-names><![CDATA[P. J.]]></given-names>
</name>
</person-group>
<source><![CDATA[Operation WAVEGEN-wave generator control software program]]></source>
<year>1994</year>
<publisher-loc><![CDATA[England ]]></publisher-loc>
<publisher-name><![CDATA[H.R. Wallingford]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B3">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Beresford]]></surname>
<given-names><![CDATA[P. J.]]></given-names>
</name>
</person-group>
<source><![CDATA[Wave reflection and transfer functions. The theory of data analysis routines]]></source>
<year>1994</year>
<publisher-loc><![CDATA[England ]]></publisher-loc>
<publisher-name><![CDATA[H.R. Wallingford]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B4">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Burcharth]]></surname>
<given-names><![CDATA[H. F.]]></given-names>
</name>
</person-group>
<source><![CDATA[The design of breakwaters]]></source>
<year>1993</year>
<publisher-loc><![CDATA[Denmark ]]></publisher-loc>
<publisher-name><![CDATA[Department of Civil Engineering, Alborg University]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B5">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Burcharth]]></surname>
<given-names><![CDATA[H. F.]]></given-names>
</name>
<name>
<surname><![CDATA[d´Agremond]]></surname>
<given-names><![CDATA[K.]]></given-names>
</name>
<name>
<surname><![CDATA[Meer]]></surname>
<given-names><![CDATA[J. V.]]></given-names>
</name>
<name>
<surname><![CDATA[Liu]]></surname>
<given-names><![CDATA[Z.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Empirical formulae for breakage of Dolosse and Tetrapods]]></article-title>
<source><![CDATA[Coastal Engineering]]></source>
<year>2000</year>
<page-range>183-206</page-range><publisher-loc><![CDATA[Sydney, Australia ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B6">
<nlm-citation citation-type="confpro">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Madrigal]]></surname>
<given-names><![CDATA[B. G.]]></given-names>
</name>
<name>
<surname><![CDATA[Lozano]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<source><![CDATA[Stability of Accropode and comparison with parallelepipedic block]]></source>
<year>1992</year>
<conf-name><![CDATA[ Civil Engineering in the Ocean V]]></conf-name>
<conf-loc>Texas </conf-loc>
</nlm-citation>
</ref>
<ref id="B7">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Melby]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<source><![CDATA[Damage progression on rubble - mound breakwaters]]></source>
<year>1999</year>
<publisher-loc><![CDATA[Vicksburg, MS ]]></publisher-loc>
<publisher-name><![CDATA[US Army Corps of Engineers, Waterway Experiment Station]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B8">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Negro]]></surname>
<given-names><![CDATA[V.]]></given-names>
</name>
<name>
<surname><![CDATA[Varela]]></surname>
<given-names><![CDATA[O.]]></given-names>
</name>
</person-group>
<source><![CDATA[Diseño de Diques y Rompeolas]]></source>
<year>2008</year>
<publisher-loc><![CDATA[Madrid, España ]]></publisher-loc>
<publisher-name><![CDATA[Colegio de Ingenieros de Caminos, Canales y Puertos]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B9">
<nlm-citation citation-type="confpro">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Van der Meer]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<source><![CDATA[Conceptual design of rubble mound breakwaters]]></source>
<year>1992</year>
<conf-name><![CDATA[ 23rdInternational Conference on Coastal Engineering]]></conf-name>
<conf-loc> </conf-loc>
<page-range>447-510</page-range><publisher-loc><![CDATA[Venice, Italy ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B10">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Vidal]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Losada]]></surname>
<given-names><![CDATA[M.A.]]></given-names>
</name>
</person-group>
<source><![CDATA[Análisis de la estabilidad de diques rompeolas]]></source>
<year>1994</year>
<volume>1</volume>
<numero>1</numero>
<issue>1</issue>
<publisher-loc><![CDATA[España ]]></publisher-loc>
<publisher-name><![CDATA[Grupo de Ingeniería Oceanográfica y de Costas, E.S.T. Ingenieros de Caminos, Canales y Puertos, Universidad de Cantabria]]></publisher-name>
</nlm-citation>
</ref>
</ref-list>
</back>
</article>
