<?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[Ing. hidrául. ambient.]]></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>S1680-03382023000100083</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Determinación de las descargas en el canal de Vento a partir de los niveles en las captaciones Taza Grande y Taza Chica]]></article-title>
<article-title xml:lang="en"><![CDATA[Determination of the discharges in the Vento's channel from the levels in Taza Grande and Taza Chica catchments]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Carreras Flores]]></surname>
<given-names><![CDATA[Liliana]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Martínez González]]></surname>
<given-names><![CDATA[Yoel]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Méndez Valdés]]></surname>
<given-names><![CDATA[Odalys]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Empresa Aguas de La Habana  ]]></institution>
<addr-line><![CDATA[La Habana ]]></addr-line>
<country>Cuba</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Instituto Superior de Tecnología y Ciencias Aplicadas (InSTEC)  ]]></institution>
<addr-line><![CDATA[La Habana ]]></addr-line>
<country>Cuba</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,Empresa Aguas de La Habana  ]]></institution>
<addr-line><![CDATA[La Habana ]]></addr-line>
<country>Cuba</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>03</month>
<year>2023</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>03</month>
<year>2023</year>
</pub-date>
<volume>44</volume>
<numero>1</numero>
<fpage>83</fpage>
<lpage>97</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://scielo.sld.cu/scielo.php?script=sci_arttext&amp;pid=S1680-03382023000100083&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://scielo.sld.cu/scielo.php?script=sci_abstract&amp;pid=S1680-03382023000100083&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://scielo.sld.cu/scielo.php?script=sci_pdf&amp;pid=S1680-03382023000100083&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[RESUMEN En el presente trabajo se propone un modelo para calcular los aportes de las captaciones Taza Grande y Taza Chica al canal de Vento. Para determinar los caudales provenientes de ambas fuentes, se ha hecho necesario plantear la ecuación de Bernoulli, y tomar en cuenta las pérdidas de carga total. Por no contarse con un registro histórico regular de niveles, se llevó a cabo una campaña de mediciones entre junio/2021 y octubre/2022. La calibración de los parámetros fue realizada empleando el método de maximizar la eficiencia computacional según el criterio de Kling-Gupta (KGE), obteniéndose resultados satisfactorios. El modelo propuesto presenta ventajas que pueden ser aprovechadas para fortalecer la gestión del acueducto de Albear para el suministro de agua a la ciudad de La Habana.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[ABSTRACT At present work, a new approach is developed to estimate the contributions to Vento's channel from Taza Grande and Taza Chica catchments. In order to quantify the discharge from both of these sources, it was necessary to apply Bernoulli's equation, taking into account the total head losses. As there are no regular historical of levels records in any of these catchments, systematics measurements were carried out between June/2021 and October/2022. The parameters estimation in proposed model was achieved using the method of maximizing the computational efficiency, according to the Kling-Gupta criteria, and comparing the results to flow values currently reported. The proposed model presents advantages that can be used to strength the management of Albear aqueduct for Havana city water supply.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[Taza Grande]]></kwd>
<kwd lng="es"><![CDATA[Taza Chica]]></kwd>
<kwd lng="es"><![CDATA[canal de Vento]]></kwd>
<kwd lng="es"><![CDATA[captación]]></kwd>
<kwd lng="es"><![CDATA[modelo]]></kwd>
<kwd lng="en"><![CDATA[Taza Grande]]></kwd>
<kwd lng="en"><![CDATA[Taza Chica]]></kwd>
<kwd lng="en"><![CDATA[Vento channel]]></kwd>
<kwd lng="en"><![CDATA[catchment]]></kwd>
<kwd lng="en"><![CDATA[modeling]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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