<?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>2007-0934</journal-id>
<journal-title><![CDATA[Revista mexicana de ciencias agrícolas]]></journal-title>
<abbrev-journal-title><![CDATA[Rev. Mex. Cienc. Agríc]]></abbrev-journal-title>
<issn>2007-0934</issn>
<publisher>
<publisher-name><![CDATA[Instituto Nacional de Investigaciones Forestales, Agrícolas y Pecuarias]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S2007-09342024000100106</article-id>
<article-id pub-id-type="doi">10.29312/remexca.v15i1.3317</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Modelación hidráulica de tres aforadores para mínima sedimentación]]></article-title>
<article-title xml:lang="en"><![CDATA[Hydraulic modeling of three flumes for minimal sedimentation]]></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"/>
<xref ref-type="aff" rid="Aaf"/>
</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 Posgrado de Ingeniería Agrícola y Uso Integral del Agua ]]></institution>
<addr-line><![CDATA[Texcoco Estado de México]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Autónoma Chapingo Departamento de Suelos ]]></institution>
<addr-line><![CDATA[Texcoco Estado de México]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af3">
<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>02</month>
<year>2024</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>02</month>
<year>2024</year>
</pub-date>
<volume>15</volume>
<numero>1</numero>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-09342024000100106&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-09342024000100106&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-09342024000100106&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen La sostenibilidad del uso del agua en la agricultura es muy importante, y para lograrlo se requiere de una gestión adecuada de los recursos hídricos superficiales, que en cuencas pequeñas depende de una buena medición de los datos de caudales. Este trabajo analiza el desempeño hidráulico de tres aforadores modificados de garganta larga propuestos con un canal supercrítico de pendiente de 10%, utilizando el software WinFlume® v.1.06 para un flujo máximo de 50 L s-1, para agua limpia y en condiciones en las que la sección transversal de la entrada fue modificada por sedimentos. Se realizaron simulaciones hidráulicas para secciones transversales triangulares, rectangulares y trapeciales en la garganta y el canal supercrítico, empleando el software Iber® v.2.5.2, para comparar el patrón de la curva de aforo de WinFlume® con los resultados de Iber®, la diferencia entre ambas curvas de aforo fue de un error máximo de 3% en las tres áreas transversales. Para la simulación hidráulica en el área de sección transversal modificada supercrítica para agua de flujo limpio y agua de flujo con sedimentos, se tomaron datos situados a la mitad del largo total del canal supercrítico. Las variaciones de la profundidad del flujo suponiendo sedimentación fueron insignificantes, y se encontró que el perfil del agua en el canal supercrítico no se vio afectado, por lo que puede usarse como indicador. Además, se observó que la mejor área de sección transversal para el canal fue la rectangular con un máximo de 0.9997 R2 para la curva de caudal (Q-h).]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract The sustainability of water use in agriculture is very important, and to achieve this, proper management of surface water resources is required, which, in small basins, depends on good measurement of flow rate data. This work analyzes the hydraulic performance of three proposed modified long-throated flumes with a 10% slope supercritical channel by using the WinFlume® v.1.06 software for a maximum flow of 50 L s-1, for clean water and in conditions in which the cross section of the inlet was modified by sediments. Hydraulic simulations were performed for triangular, rectangular, and trapezoidal cross sections in the throat and the supercritical channel by using the Iber® v.2.5.2 software to compare the pattern of the WinFlume® gauging curve with the results of Iber®; the difference between both gauging curves was a maximum error of 3% in the three cross-sectional areas. For hydraulic simulation in the supercritical modified cross-sectional area for clean flow water and sediment flow water, data located at half the total length of the supercritical channel were taken. Variations in flow depth assuming sedimentation were negligible, and it was found that the water profile in the supercritical channel was not affected, so it can be used as an indicator. In addition, it was observed that the best cross-sectional area for the channel was the rectangular one with a maximum of 0.9997 R2 for the flow rate curve (Q-h).]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[escurrimientos naturales]]></kwd>
<kwd lng="es"><![CDATA[flujo con sedimentos]]></kwd>
<kwd lng="es"><![CDATA[medición de agua]]></kwd>
<kwd lng="es"><![CDATA[simulación hidráulica]]></kwd>
<kwd lng="en"><![CDATA[hydraulic simulation]]></kwd>
<kwd lng="en"><![CDATA[natural runoff]]></kwd>
<kwd lng="en"><![CDATA[sediment flow]]></kwd>
<kwd lng="en"><![CDATA[water measurement]]></kwd>
</kwd-group>
</article-meta>
</front><back>
<ref-list>
<ref id="B1">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Aali]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Vatankhah]]></surname>
<given-names><![CDATA[A. R.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Experimental study of simple flumes with trapezoidal contraction]]></article-title>
<source><![CDATA[Flow measurement and instrumentation]]></source>
<year>2023</year>
<volume>90</volume>
<edition>102328</edition>
</nlm-citation>
</ref>
<ref id="B2">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Ackers]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Brandt]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Powell]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<source><![CDATA[Hydraulic characterization of deposits and review of sediment modelling]]></source>
<year>2001</year>
<publisher-loc><![CDATA[London, UK ]]></publisher-loc>
<publisher-name><![CDATA[UK water industry research]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B3">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Agazadeh]]></surname>
<given-names><![CDATA[B.]]></given-names>
</name>
<name>
<surname><![CDATA[Mohammadi]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Experimental study of incipient motion of non-cohesive sediment in a rigid triangular channel]]></article-title>
<source><![CDATA[16th International conference on transport &amp; sedimentation of solid particles.]]></source>
<year>2013</year>
<page-range>1-8</page-range><publisher-loc><![CDATA[Rostock, Germany ]]></publisher-loc>
<publisher-name><![CDATA[Rostock University]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B4">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Aksoy]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
<name>
<surname><![CDATA[Safari]]></surname>
<given-names><![CDATA[M. J. S.]]></given-names>
</name>
<name>
<surname><![CDATA[Unal]]></surname>
<given-names><![CDATA[N. E.]]></given-names>
</name>
<name>
<surname><![CDATA[Mohammadi]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Velocity based analysis of sediment incipient deposition in rigid boundary open channels]]></article-title>
<source><![CDATA[Water Science and Technology]]></source>
<year>2017</year>
<volume>76</volume>
<numero>9</numero>
<issue>9</issue>
<page-range>2535-43</page-range></nlm-citation>
</ref>
<ref id="B5">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Bladé]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<name>
<surname><![CDATA[Cea]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
<name>
<surname><![CDATA[Corestein]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
<name>
<surname><![CDATA[Escolano]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<name>
<surname><![CDATA[Puertas]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Vázquez-Cendón]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<name>
<surname><![CDATA[Dolz]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Coll]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Iber: herramienta de simulación numérica del flujo en ríos]]></article-title>
<source><![CDATA[Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería]]></source>
<year>2014</year>
<volume>30</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>1-10</page-range></nlm-citation>
</ref>
<ref id="B6">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Blokker]]></surname>
<given-names><![CDATA[E. J. M.]]></given-names>
</name>
<name>
<surname><![CDATA[Vreeburg]]></surname>
<given-names><![CDATA[J. H. G.]]></given-names>
</name>
<name>
<surname><![CDATA[Schaap]]></surname>
<given-names><![CDATA[P. G.]]></given-names>
</name>
<name>
<surname><![CDATA[van Dijk]]></surname>
<given-names><![CDATA[J. C.]]></given-names>
</name>
</person-group>
<source><![CDATA[The self-cleaning velocity in practice]]></source>
<year>2011</year>
<page-range>187-99</page-range><publisher-name><![CDATA[Water Distribution Systems Analysis]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B7">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Bos]]></surname>
<given-names><![CDATA[M. G.]]></given-names>
</name>
<name>
<surname><![CDATA[Wijbenga]]></surname>
<given-names><![CDATA[J. H. A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Passage of sediment through flumes and over weirs]]></article-title>
<source><![CDATA[Irrigation and Drainage Systems]]></source>
<year>1997</year>
<volume>11</volume>
<page-range>29-39</page-range></nlm-citation>
</ref>
<ref id="B8">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Carrillo]]></surname>
<given-names><![CDATA[G. M.]]></given-names>
</name>
</person-group>
<source><![CDATA[Sediment-resistant flume for hydrologic measurements.]]></source>
<year>1999</year>
<page-range>15-104</page-range><publisher-name><![CDATA[Universidad de Arizona, Repositorio Institucional Universidad de Arizona]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B9">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Castro-Orgaz]]></surname>
<given-names><![CDATA[O.]]></given-names>
</name>
<name>
<surname><![CDATA[Mateos]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Water discharge measurement in agricultural catchments using critical depth flumes affected by sediment deposition]]></article-title>
<source><![CDATA[Journal of Irrigation Drainage Engineering]]></source>
<year>2014</year>
<volume>140</volume>
<numero>3</numero>
<issue>3</issue>
</nlm-citation>
</ref>
<ref id="B10">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Cea]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
<name>
<surname><![CDATA[Puertas]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Vázquez-Cendón]]></surname>
<given-names><![CDATA[M. E.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Depth averaged modelling of turbulent shallow water flow with wet-dry fronts]]></article-title>
<source><![CDATA[Archives of Computational Methods in Engineering]]></source>
<year>2007</year>
<volume>14</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>303-41</page-range></nlm-citation>
</ref>
<ref id="B11">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Chicco]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
<name>
<surname><![CDATA[Warrens]]></surname>
<given-names><![CDATA[M. J.]]></given-names>
</name>
<name>
<surname><![CDATA[Jurman]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[The coefficient of determination R-squared is more informative than SMAPE, MAE, MAPE, MSE and RMSE in regression analysis evaluation]]></article-title>
<source><![CDATA[PeerJ Computer Science]]></source>
<year>2021</year>
<volume>7</volume>
</nlm-citation>
</ref>
<ref id="B12">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Chow]]></surname>
<given-names><![CDATA[Ven Te.]]></given-names>
</name>
</person-group>
<source><![CDATA[Open channel hydraulics]]></source>
<year>1988</year>
<page-range>680</page-range><publisher-loc><![CDATA[New York USA ]]></publisher-loc>
<publisher-name><![CDATA[McGraw-Hill book company]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B13">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Clemmens]]></surname>
<given-names><![CDATA[A. J.]]></given-names>
</name>
<name>
<surname><![CDATA[Wahl]]></surname>
<given-names><![CDATA[T. L.]]></given-names>
</name>
<name>
<surname><![CDATA[Bos]]></surname>
<given-names><![CDATA[M. G.]]></given-names>
</name>
<name>
<surname><![CDATA[Reploge]]></surname>
<given-names><![CDATA[J. A.]]></given-names>
</name>
</person-group>
<source><![CDATA[Water measurement with Flumes and Weirs. International Institute for Land reclamation and improvement (ILRI)]]></source>
<year>2001</year>
<page-range>382</page-range><publisher-loc><![CDATA[The Netherlands ]]></publisher-loc>
<publisher-name><![CDATA[Wageningen]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B14">
<nlm-citation citation-type="book">
<collab>Comisión Nacional del Agua</collab>
<source><![CDATA[Atlas de agua en México]]></source>
<year>2019</year>
<publisher-loc><![CDATA[Cd. Méx ]]></publisher-loc>
<publisher-name><![CDATA[Secretaría de Medio Ambiente y Recursos Naturales]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B15">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[De Fraiture]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Molden]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
<name>
<surname><![CDATA[Wichelns]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Investing in water for food, ecosystems, and livelihoods: an overview of the comprehensive assessment of water management in agriculture]]></article-title>
<source><![CDATA[Agricultural Water Management]]></source>
<year>2010</year>
<volume>97</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>495-501</page-range></nlm-citation>
</ref>
<ref id="B16">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Haghshenas]]></surname>
<given-names><![CDATA[V.]]></given-names>
</name>
<name>
<surname><![CDATA[Vatankhah]]></surname>
<given-names><![CDATA[A. R.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Discharge equation of semicircular side weirs: an experimental study]]></article-title>
<source><![CDATA[Flow measurement and instrumentation]]></source>
<year>2021</year>
<volume>81</volume>
<numero>102041</numero>
<issue>102041</issue>
</nlm-citation>
</ref>
<ref id="B17">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Ibrahim]]></surname>
<given-names><![CDATA[M. M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Bed profile downstream compound sharp crested V notch weir]]></article-title>
<source><![CDATA[Alexandria Engineering Journal]]></source>
<year>2015</year>
<volume>54</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>607-13</page-range></nlm-citation>
</ref>
<ref id="B18">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Imanian]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
<name>
<surname><![CDATA[Mohammadian]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Hoshyar]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Experimental and numerical study of flow over a broad crested weir under different hydraulic head ratios]]></article-title>
<source><![CDATA[Flow measurement and instrumentation]]></source>
<year>2021</year>
<volume>80</volume>
</nlm-citation>
</ref>
<ref id="B19">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Prado-Hernández]]></surname>
<given-names><![CDATA[J. V.]]></given-names>
</name>
<name>
<surname><![CDATA[Rivera-Ruíz]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
<name>
<surname><![CDATA[León-Mojarro]]></surname>
<given-names><![CDATA[B.]]></given-names>
</name>
<name>
<surname><![CDATA[Carrillo-García]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Martínez-Ruíz]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Calibración de los modelos de pérdidas de suelo USLE y MUSLE en una cuenca forestal de México: caso El Malacate]]></article-title>
<source><![CDATA[Agrociencia]]></source>
<year>2017</year>
<volume>51</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>265-84</page-range></nlm-citation>
</ref>
<ref id="B20">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Saul]]></surname>
<given-names><![CDATA[A. J.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Combined sewer overflows]]></article-title>
<source><![CDATA[Sewers: rehabilitation and new construction repair and renovation]]></source>
<year>1997</year>
<page-range>283-317</page-range><publisher-loc><![CDATA[Oxford, UK. ]]></publisher-loc>
<publisher-name><![CDATA[1 Butterworth Heinemann]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B21">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Unal]]></surname>
<given-names><![CDATA[N. E.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Shear stress-based analysis of sediment incipient deposition in rigid boundary open channels]]></article-title>
<source><![CDATA[Water]]></source>
<year>2018</year>
<volume>10</volume>
<numero>10</numero>
<issue>10</issue>
</nlm-citation>
</ref>
<ref id="B22">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Yousif]]></surname>
<given-names><![CDATA[A. A.]]></given-names>
</name>
<name>
<surname><![CDATA[Sulaiman]]></surname>
<given-names><![CDATA[S. O.]]></given-names>
</name>
<name>
<surname><![CDATA[Diop]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
<name>
<surname><![CDATA[Ehteram]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Shahid]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Ansari]]></surname>
<given-names><![CDATA[N.]]></given-names>
</name>
<name>
<surname><![CDATA[Yaseen]]></surname>
<given-names><![CDATA[Z. M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Open channel sluice gate scouring parameters prediction: different scenarios of dimensional and non-dimensional input parameters]]></article-title>
<source><![CDATA[Water]]></source>
<year>2019</year>
<volume>11</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>353</page-range></nlm-citation>
</ref>
</ref-list>
</back>
</article>
