<?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>2007-4026</journal-id>
<journal-title><![CDATA[Ingeniería agrícola y biosistemas]]></journal-title>
<abbrev-journal-title><![CDATA[Ing. agric. biosist.]]></abbrev-journal-title>
<issn>2007-4026</issn>
<publisher>
<publisher-name><![CDATA[Universidad Autónoma Chapingo]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S2007-40262023000200003</article-id>
<article-id pub-id-type="doi">10.5154/r.inagbi.2022.11.090</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[Hydraulic analysis of a long-throated flume for sediment-laden flow using CFD]]></article-title>
<article-title xml:lang="es"><![CDATA[Análisis hidráulico de una estructura aforadora de garganta larga para flujo con sedimentos utilizando CFD]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Brigido-Morales]]></surname>
<given-names><![CDATA[Juan Gabriel]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Carrillo-García]]></surname>
<given-names><![CDATA[Mauricio]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Prado-Hernández]]></surname>
<given-names><![CDATA[Jorge Víctor]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Flores-Velázquez]]></surname>
<given-names><![CDATA[Jorge]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma Chapingo  ]]></institution>
<addr-line><![CDATA[ Estado de México]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Colegio de Postgraduados  ]]></institution>
<addr-line><![CDATA[Texcoco Estado de México]]></addr-line>
<country>Mexico</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>15</volume>
<numero>2</numero>
<fpage>3</fpage>
<lpage>22</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-40262023000200003&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-40262023000200003&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-40262023000200003&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract  Introduction:  There are many flumes available, but few have been designed for flow measurement in natural streams, where natural erosion leads to increased sediment levels, causing erroneous readings.  Objective:  Analyzing the hydraulic behavior of a modified long-throated flume to determine the optimal location for taking readings in the presence of excessive sediment, using the programs HEC-RAS® v.5.0.7, Iber® v.2.5.2 and ANSYS® CFX® v.2020 R2.  Methodology:  In this study, a long-throated flume was designed and analyzed for a maximum flow rate of 50 L&#8729;s-1 using the WinFlume® v.1.0.6 program. Four structures were constructed, each equipped with a steeper slope of 5, 10, 20, and 30 %, and an additional four variants were implemented with a reduction in the hydraulic area at the throat inlet. Five measurement locations were chosen starting from the beginning of the steeper slope for a hydraulic analysis in one, two, and three dimensions.  Result:  The optimal location for plotting flow (Q) vs. flow depth (h) curves is located at 2/5 parts at the start of the steeper slope, with a slope of 10 % and a coefficient of determination (R2) of 0.99986.  Limitations of the study: The geometric models of the proposed flume have only been analyzed numerically, so a second stage at the laboratory level must be carried out.  Originality:  There is a limited number of studies dedicated to the analysis of long-throated flumes operating under conditions with sediment-laden flows  Conclusions: A long-throated flume with a steeper slope proves to be a practical solution for decision-making concerning water management, aiming to enhance its efficiency.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen  Introducción:  Existen numerosas estructuras de aforo, pero pocas se han diseñado para la medición de caudales en cauces naturales, donde la erosión natural incrementa los sedimentos, los cuales ocasionan lecturas erróneas.  Objetivo:  Analizar el comportamiento hidráulico de un aforador de garganta larga con modificación, para localizar el sitio óptimo para la toma de lecturas cuando existen sedimentos en exceso, utilizando los programas HEC-RAS® v.5.0.7, Iber® v.2.5.2 y ANSYS® CFX® v.2020 R2.  Metodología:  Se diseñó y analizó un aforador de garganta larga para un caudal máximo de 50 L&#8729;s-1 utilizando el programa WinFlume® v.1.0.6. Se generaron cuatro estructuras provistas de una rápida para pendientes de 5, 10, 20 y 30 %, y cuatro variantes con reducción del área hidráulica en la entrada de la garganta. Se seleccionaron cinco sitios de medición a partir del inicio de la rápida propuesta para un análisis hidráulico en una, dos y tres dimensiones.  Resultados:  El sitio idóneo para construir las curvas caudal (Q) vs. profundidad de flujo (h) está situado a 2/5 partes del inicio de la rápida, con pendiente de 10 % y coeficiente de determinación (R2) de 0.99986.  Limitaciones del estudio:  Los modelos geométricos del aforador propuesto solo se han analizado numéricamente, por lo que se debe realizar una segunda etapa a nivel laboratorio.  Originalidad:  Existen pocos estudios enfocados en el análisis de aforadores de régimen crítico con flujos que transportan sedimentos.  Conclusiones: Un aforador de garganta larga con una rápida es una solución viable para la toma de decisiones respecto a la administración del agua con propósitos de eficientar su uso.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[design]]></kwd>
<kwd lng="en"><![CDATA[water measurement]]></kwd>
<kwd lng="en"><![CDATA[supercritical flow]]></kwd>
<kwd lng="en"><![CDATA[numerical analysis]]></kwd>
<kwd lng="en"><![CDATA[sediment-laden flow]]></kwd>
<kwd lng="es"><![CDATA[diseño]]></kwd>
<kwd lng="es"><![CDATA[medición de agua]]></kwd>
<kwd lng="es"><![CDATA[flujo supercrítico]]></kwd>
<kwd lng="es"><![CDATA[análisis numérico]]></kwd>
<kwd lng="es"><![CDATA[flujo con sedimentos]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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