<?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>S1680-03382020000300068</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Malecón Tradicional de La Habana. Parte IV: Estudio de rompeolas para reducir el rebase promedio del oleaje.]]></article-title>
<article-title xml:lang="en"><![CDATA[Malecón Tradicional in Havana: Part IV. Study of breakwaters to reduce the wave overtopping.]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Córdova López]]></surname>
<given-names><![CDATA[Luis]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Buccino]]></surname>
<given-names><![CDATA[Mariano]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Tecnológica de La Habana José Antonio Echeverría (Cujae) Centro de Investigaciones Hidráulicas ]]></institution>
<addr-line><![CDATA[La Habana ]]></addr-line>
<country>Cuba</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad de Nápoles Federico II  ]]></institution>
<addr-line><![CDATA[Nápoles ]]></addr-line>
<country>Italia</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>12</month>
<year>2020</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>12</month>
<year>2020</year>
</pub-date>
<volume>41</volume>
<numero>3</numero>
<fpage>68</fpage>
<lpage>82</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://scielo.sld.cu/scielo.php?script=sci_arttext&amp;pid=S1680-03382020000300068&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://scielo.sld.cu/scielo.php?script=sci_abstract&amp;pid=S1680-03382020000300068&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://scielo.sld.cu/scielo.php?script=sci_pdf&amp;pid=S1680-03382020000300068&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[RESUMEN Se presentan los resultados de una campaña experimental mediante modelación física de un conjunto de alternativas de rompeolas sumergidos y de baja cresta con el objetivo de reducir el rebase del oleaje a una tasa de rebase admisible en la zona conocida como malecón tradicional de La Habana, Cuba. Se describe la metodología seguida para la realización de los experimentos, se obtienen los coeficientes de trasmisión, y la eficiencia en reducción de la altura de ola detrás de los rompeolas. Se estudian cuatro alternativas de rompeolas demostrándose que la variante de rompeolas de baja cresta con cota de coronación +3,28 m y longitud de cresta de 12,00 m combinada con un muro de simple curvatura con cota de coronación a +4.46 m es la más efectiva.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[ABSTRACT The results of an experimental campaign are presented by means of physical modeling of a set of alternatives for submerged and low-crested breakwaters with the objective of reducing the wave overtopping to an admissible rate in the area known as the Malecón Traditional in Havana, Cuba. The methodology followed for carrying out the experiments is described, the transmission coefficients, and the reduction efficiency of the wave height behind the breakwaters are obtained. Four breakwater alternatives are studied, showing that the variant of low-crested breakwaters with a crest elevation of +3,28 meters and a crest length of 12,00 m combined with a simple curvature wall with a crest elevation of +4,46 meters is the more effective.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[modelación física]]></kwd>
<kwd lng="es"><![CDATA[rompeolas de baja cresta]]></kwd>
<kwd lng="es"><![CDATA[sobrepaso del oleaje]]></kwd>
<kwd lng="en"><![CDATA[physical modeling]]></kwd>
<kwd lng="en"><![CDATA[submerged and low crest breakwaters]]></kwd>
<kwd lng="en"><![CDATA[wave overtopping]]></kwd>
</kwd-group>
</article-meta>
</front><back>
<ref-list>
<ref id="B1">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Calabrese]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Vicinanza]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
<name>
<surname><![CDATA[Buccino]]></surname>
<given-names><![CDATA[M]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[2D Wave setup behind submerged breakwaters]]></article-title>
<source><![CDATA[Ocean Engineering Journal]]></source>
<year>2008</year>
<volume>35</volume>
<page-range>1015-28</page-range><publisher-loc><![CDATA[United Kingdom ]]></publisher-loc>
<publisher-name><![CDATA[Elsevier Ltd]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B2">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Córdova]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
<name>
<surname><![CDATA[Lamazares]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Salgueiro]]></surname>
<given-names><![CDATA[G]]></given-names>
</name>
</person-group>
<source><![CDATA[Propuestas de obras de defensa de costas para dar solución a las penetraciones del mar en la zona del malecón tradicional de la ciudad de La Habana&#8221;, Reporte Técnico]]></source>
<year>2013</year>
<publisher-loc><![CDATA[La Habana, Cuba ]]></publisher-loc>
<publisher-name><![CDATA[Centro de Investigaciones Hidráulicas de la Universidad Tecnológica de La Habana]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B3">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Córdova]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
<name>
<surname><![CDATA[Dentale]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Capobianco]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Buccino]]></surname>
<given-names><![CDATA[M]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Experimental campaign on the overtopping of the seawall Malecón Tradicional]]></article-title>
<source><![CDATA[Proceedings of the International Offshore and Polar Engineering Conference]]></source>
<year>2015</year>
<volume>1-4</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>1499-505</page-range><publisher-loc><![CDATA[Hawai, USA ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B4">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Córdova]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
<name>
<surname><![CDATA[Buccino]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Salerno]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
<name>
<surname><![CDATA[Pugliese]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<name>
<surname><![CDATA[Torres]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Capobianco]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Ponce]]></surname>
<given-names><![CDATA[M]]></given-names>
</name>
</person-group>
<source><![CDATA[Análisis de los resultados de los estudios mediante modelación física del rebase del oleaje, presiones sobre los muros costeros y estabilidad de los elementos que componen las bermas y rompeolas. Propuesta de Solución&#8221;, Reporte Técnico]]></source>
<year>2016</year>
<publisher-loc><![CDATA[La Habana, Cuba ]]></publisher-loc>
<publisher-name><![CDATA[Centro de Investigaciones Hidráulicas de la Universidad Tecnológica de La Habana]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B5">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[d&#8217;Angremond]]></surname>
<given-names><![CDATA[K.]]></given-names>
</name>
<name>
<surname><![CDATA[van Roode]]></surname>
<given-names><![CDATA[F]]></given-names>
</name>
</person-group>
<source><![CDATA[Breakwaters and closure dams]]></source>
<year>2002</year>
<publisher-loc><![CDATA[Holanda ]]></publisher-loc>
<publisher-name><![CDATA[Delft University Press]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B6">
<nlm-citation citation-type="">
<collab>Eurotop</collab>
<source><![CDATA[Wave overtopping of sea defences and related structures: Assessment manual]]></source>
<year>2007</year>
<publisher-loc><![CDATA[Holanda ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B7">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Holthuijsen]]></surname>
<given-names><![CDATA[L. H.]]></given-names>
</name>
<name>
<surname><![CDATA[Booji]]></surname>
<given-names><![CDATA[N.]]></given-names>
</name>
<name>
<surname><![CDATA[Haagsma]]></surname>
<given-names><![CDATA[J. G.]]></given-names>
</name>
<name>
<surname><![CDATA[Kieftenburg]]></surname>
<given-names><![CDATA[A. T. M. M]]></given-names>
</name>
<name>
<surname><![CDATA[Ris]]></surname>
<given-names><![CDATA[R. C]]></given-names>
</name>
<name>
<surname><![CDATA[Van Der Westhuysen]]></surname>
<given-names><![CDATA[A. J.]]></given-names>
</name>
<name>
<surname><![CDATA[Zijlema]]></surname>
<given-names><![CDATA[M]]></given-names>
</name>
</person-group>
<source><![CDATA[SWAN Cycle III version 40.41 user&#8217;s manual]]></source>
<year>2004</year>
<publisher-loc><![CDATA[Delft, The Netherlands ]]></publisher-loc>
<publisher-name><![CDATA[Delft University of Technology Press]]></publisher-name>
</nlm-citation>
</ref>
</ref-list>
</back>
</article>
