<?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>2007-9028</journal-id>
<journal-title><![CDATA[Ecosistemas y recursos agropecuarios]]></journal-title>
<abbrev-journal-title><![CDATA[Ecosistemas y recur. agropecuarios]]></abbrev-journal-title>
<issn>2007-9028</issn>
<publisher>
<publisher-name><![CDATA[Universidad Juárez Autónoma de Tabasco, Dirección de Investigación y Posgrado]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S2007-90282023000300006</article-id>
<article-id pub-id-type="doi">10.19136/era.a10n3.3756</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[Management of an urban lagoon. Study case: Ilusiones Lagoon, Tabasco, Mexico]]></article-title>
<article-title xml:lang="es"><![CDATA[Manejo de una laguna urbana. Caso de estudio: Laguna de las Ilusiones, Tabasco, México]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Hernández Ramón]]></surname>
<given-names><![CDATA[Juan Antonio]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Priego-Hernández]]></surname>
<given-names><![CDATA[Gastón]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Plesi&#324;ski]]></surname>
<given-names><![CDATA[Karol K.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Rivera-Trejo]]></surname>
<given-names><![CDATA[Fabián]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Juarez Autonomous University of Tabasco Academic Division of Engineering and Architecture ]]></institution>
<addr-line><![CDATA[Cunduacán Tabasco]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Juarez Autonomous University of Tabasco Academic Division of Basic Sciences ]]></institution>
<addr-line><![CDATA[Cunduacán Tabasco]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,University of Agriculture in Krakow Faculty Environmental Engineering and Land Surveying Department of Hydraulic Engineering and Geotechnics]]></institution>
<addr-line><![CDATA[Kraków ]]></addr-line>
<country>Poland</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>12</month>
<year>2023</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>12</month>
<year>2023</year>
</pub-date>
<volume>10</volume>
<numero>3</numero>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-90282023000300006&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-90282023000300006&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-90282023000300006&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract As a delta, Tabasco, located in the Mexican southeast, is susceptible to flooding. The city of Villahermosa, the capital of Tabasco, is not an exception. The most recent event occurred in November 2020, when an excess of rain provoked an urban lagoon to exceed its levels. The lagoon discharges at a river by a diversion channel controlled by a culvert. To analyze it, a hydraulic model -HEC RAS V6.0- was used. The precipitation, flow, and level data recorded during 2020 were used to simulate four scenarios: I) one culvert of 1.5 m x 1.75 m (current situation); II) three culverts of 1.5 m x 1.75 m; III) three culverts of 2 m x 2.5 m; and IV) one culvert of 10 m x 2.5 m. The dimensions of the culverts were subject to the available physical space of the discharge channel. It was found that the best performance was achieved with scenario II. This result is contrasting because this alternative is not the largest as might be expected; it is also encouraging because it improves the performance of this lagoon. With this proposal, we reduce the damage by 75.31%, which means 296 homes are protected. Finally, the proposed methodology can guide designers and decision-makers to evaluate hydraulic works in urban lagoons like those presented in this work.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen Tabasco, localizado en el sureste mexicano, al ser una planicie es susceptible a las inundaciones. La ciudad de Villahermosa, que es la capital de Tabasco, no es la excepción. El más reciente evento tuvo lugar el pasado noviembre de 2020, cuando se sobrepasó el nivel de esta laguna. Para analizar este evento, se realizó una modelación hidráulica usando el software HEC-RAS V.6.0. Se utilizaron datos medidos de precipitación, caudal y niveles registrados durante el evento de 2020 y se simularon cuatro escenarios de descarga: I) una alcantarilla de 1.5 m x 1.75 m (situación actual); II) tres alcantarillas de 1.5 m x 1.75 m; III) tres alcantarillas de 2 m x 2.5 m; y IV) una alcantarilla de 10 m x 2.5 m. Las dimensiones de las alcantarillas estuvieron sujetas al espacio físico disponible del canal de descarga. Se encontró que el mejor funcionamiento se logró con la Alternativa II. Este resultado es contrastante, debido a que esta alternativa no es la de mayor tamaño como podría esperarse; además, es alentador pues mejora el funcionamiento de esta laguna en particular. Con la propuesta del escenario II, se reduce el daño en un 75.31%, que se traduce en 296 viviendas protegidas. Finalmente, la metodología propuesta es una guía que diseñadores y/o tomadores de decisiones pueden seguir para evaluar trabajos hidráulicos en lagunas urbanas con características similares a las presentadas en este trabajo.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[Urban Lagoon]]></kwd>
<kwd lng="en"><![CDATA[flood]]></kwd>
<kwd lng="en"><![CDATA[HEC-RAS]]></kwd>
<kwd lng="en"><![CDATA[numerical simulation]]></kwd>
<kwd lng="en"><![CDATA[risk]]></kwd>
<kwd lng="es"><![CDATA[Laguna Urbana]]></kwd>
<kwd lng="es"><![CDATA[inundación]]></kwd>
<kwd lng="es"><![CDATA[HEC RAS]]></kwd>
<kwd lng="es"><![CDATA[simulación numérica]]></kwd>
<kwd lng="es"><![CDATA[riesgo]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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