<?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>S1680-03382020000100115</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Influencia del coeficiente de rugosidad de Manning en las áreas de inundación del río Yanuncay en Cuenca]]></article-title>
<article-title xml:lang="en"><![CDATA[Influence of the Manning roughness coefficient on the flood areas of the Yanuncay river in Cuenca]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Fernández de Córdova Webster]]></surname>
<given-names><![CDATA[Carlos Javier]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[León Méndez]]></surname>
<given-names><![CDATA[Alcides J.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Rodríguez]]></surname>
<given-names><![CDATA[Yakelín]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad del Azuay Empresa Pública Municipal de Telecomunicaciones, Agua Potable, Alcantarillado y Saneamiento de Cuenca ]]></institution>
<addr-line><![CDATA[Cuenca ]]></addr-line>
<country>Ecuador</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Tecnológica de la Habana José Antonio Echeverría (Cujae) Centro de Investigaciones Hidráulicas (CIH) ]]></institution>
<addr-line><![CDATA[ La Habana]]></addr-line>
<country>Cuba</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>115</fpage>
<lpage>126</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://scielo.sld.cu/scielo.php?script=sci_arttext&amp;pid=S1680-03382020000100115&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://scielo.sld.cu/scielo.php?script=sci_abstract&amp;pid=S1680-03382020000100115&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://scielo.sld.cu/scielo.php?script=sci_pdf&amp;pid=S1680-03382020000100115&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[RESUMEN En este trabajo se estudia el impacto del coeficiente de rugosidad de Manning en las áreas de inundación del río Yanuncay debido al paso de caudales extremos. Para esto, se utilizó un modelo hidráulico en régimen variado y permanente, con diferentes caudales y valores del coeficiente n, que representa la resistencia dinámica del cauce al tránsito de la avenida. Entre los principales resultados se evidenció que, si se aumenta el coeficiente de resistencia dinámico (n), el área de inundación se incrementa no linealmente, lo que ratifica el cuidado que se debe tener a la hora de adoptar un valor para este parámetro en un modelo hidráulico.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[ABSTRACT In this work, the influence of the Manning roughness coefficient is studied on the flood areas of the Yanuncay river due to the ocurrence of extreme flows. A hydraulic model was used in varied and permanent regimes, with different flows and values of the coefficient n that represents the dynamic bed resistance to the transit of the avenue. Among the main results, it was evidenced that, by increasing the dynamic resistance coefficient (n), the flood area is increased non-linearly, which ratifies the care that should be taken when adopting a value for this parameter in a hydraulic model.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[cauces artificiales]]></kwd>
<kwd lng="es"><![CDATA[cauces naturales]]></kwd>
<kwd lng="es"><![CDATA[caudal]]></kwd>
<kwd lng="es"><![CDATA[coeficiente n de Manning]]></kwd>
<kwd lng="es"><![CDATA[río Yanuncay]]></kwd>
<kwd lng="en"><![CDATA[artificial channels]]></kwd>
<kwd lng="en"><![CDATA[natural channels]]></kwd>
<kwd lng="en"><![CDATA[flow]]></kwd>
<kwd lng="en"><![CDATA[Manning&#8217;s n coefficient]]></kwd>
<kwd lng="en"><![CDATA[Yanuncay river]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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