<?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>0012-7353</journal-id>
<journal-title><![CDATA[DYNA]]></journal-title>
<abbrev-journal-title><![CDATA[Dyna rev.fac.nac.minas]]></abbrev-journal-title>
<issn>0012-7353</issn>
<publisher>
<publisher-name><![CDATA[Universidad Nacional de Colombia]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S0012-73532023000300014</article-id>
<article-id pub-id-type="doi">10.15446/dyna.v90n227.106396</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[Hydro-morphological simulation of the stilling basin of Mazar dam with 3D schemes]]></article-title>
<article-title xml:lang="es"><![CDATA[Simulación hidro-morfológica del cuenco amortiguador de la presa de Mazar con esquemas 3D]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Ochoa-García]]></surname>
<given-names><![CDATA[Santiago Aurelio]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Coello-Granda]]></surname>
<given-names><![CDATA[Cristian]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Católica de Cuenca  ]]></institution>
<addr-line><![CDATA[Cuenca ]]></addr-line>
<country>Ecuador</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Ingestudios S.A.S  ]]></institution>
<addr-line><![CDATA[Cuenca ]]></addr-line>
<country>Ecuador</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>09</month>
<year>2023</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>09</month>
<year>2023</year>
</pub-date>
<volume>90</volume>
<numero>227</numero>
<fpage>14</fpage>
<lpage>23</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_arttext&amp;pid=S0012-73532023000300014&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_abstract&amp;pid=S0012-73532023000300014&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_pdf&amp;pid=S0012-73532023000300014&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract In the development of water resources projects with large hydraulic infrastructures, alterations to the natural flow regime will increase the erosive processes on the discharge structures due to variability of the turbulent velocities and the particle transport. We analyzed the case of the Mazar dam, a project designed to regulate the solid and liquid flows that come from the Paute river basin. Erosive processes of great magnitude are generated in the stilling basin of Mazar dam, due to the intensity of turbulent velocities produced in extreme events. We applied the Delft3D numerical model to simulate the hydrodynamic and sediment transport conditions to evaluate the stability conditions of the Mazar dam stilling basin. With the results obtained, vulnerable zones have been identified in the stilling basin. We recommended mitigation measures with the installation of a geomembrane to reduce the erosive processes in the vulnerable zones.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen En el desarrollo de proyectos de aprovechamiento hídrico con grandes infraestructuras hidráulicas, se producen alteraciones del régimen de flujo natural que aumentan los procesos erosivos sobre las estructuras de descarga debido a la variabilidad de las velocidades turbulentas y transporte de partículas. Se analiza el caso de la presa Mazar, proyecto diseñado para regular los caudales sólidos y líquidos que provienen de la cuenca del río Paute. En el cuenco amortiguador de la presa de Mazar se generan procesos erosivos de gran magnitud, debido a la intensidad de las velocidades turbulentas en eventos extremos. Se aplicó el modelo numérico Delft3D para simular las condiciones hidrodinámicas y transporte de sedimentos, evaluando la estabilidad del cuenco amortiguador de la presa Mazar. Con los resultados obtenidos, se identificaron zonas vulnerables en el cuenco amortiguador. Se recomendaron medidas de mitigación con la instalación de geomembrana para atenuar los procesos erosivos en las zonas vulnerables.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[hydrodynamics]]></kwd>
<kwd lng="en"><![CDATA[morpho-dynamics]]></kwd>
<kwd lng="en"><![CDATA[stilling basin]]></kwd>
<kwd lng="en"><![CDATA[erosion]]></kwd>
<kwd lng="en"><![CDATA[sedimentation]]></kwd>
<kwd lng="es"><![CDATA[hidrodinámica]]></kwd>
<kwd lng="es"><![CDATA[morfodinámica]]></kwd>
<kwd lng="es"><![CDATA[cuenco amortiguador]]></kwd>
<kwd lng="es"><![CDATA[erosión]]></kwd>
<kwd lng="es"><![CDATA[sedimentación]]></kwd>
</kwd-group>
</article-meta>
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