<?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>0187-5779</journal-id>
<journal-title><![CDATA[Terra Latinoamericana]]></journal-title>
<abbrev-journal-title><![CDATA[Terra Latinoam]]></abbrev-journal-title>
<issn>0187-5779</issn>
<publisher>
<publisher-name><![CDATA[Sociedad Mexicana de la Ciencia del Suelo A.C.]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S0187-57792019000300291</article-id>
<article-id pub-id-type="doi">10.28940/terra.v37i3.484</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Evaluación del escurrimiento superficial de los modelos de Curva Numérica y Green-Ampt en la cuenca río Chapingo, México]]></article-title>
<article-title xml:lang="en"><![CDATA[Evaluation of surface runoff from the numerical curve and Green-Ampt models in the Chapingo River Basin, Mexico]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Montiel Gonzaga]]></surname>
<given-names><![CDATA[Ricardo]]></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[Vázquez Peña]]></surname>
<given-names><![CDATA[Mario Alberto]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Ibáñez Castillo]]></surname>
<given-names><![CDATA[Laura Alicia]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Pascual Ramírez]]></surname>
<given-names><![CDATA[Fermín]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma Chapingo  ]]></institution>
<addr-line><![CDATA[Texcoco Edo. de México]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Autónoma Chapingo  ]]></institution>
<addr-line><![CDATA[Texcoco Edo. de México]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,Universidad Autónoma Chapingo  ]]></institution>
<addr-line><![CDATA[Texcoco Edo. de México]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af4">
<institution><![CDATA[,Universidad Autónoma de México  ]]></institution>
<addr-line><![CDATA[Morelia Michoacán]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>09</month>
<year>2019</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>09</month>
<year>2019</year>
</pub-date>
<volume>37</volume>
<numero>3</numero>
<fpage>291</fpage>
<lpage>301</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S0187-57792019000300291&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S0187-57792019000300291&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S0187-57792019000300291&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen: Los modelos hidrológicos son una opción rápida y de bajo costo para estimar el escurrimiento superficial en un evento de lluvia-escorrentía en cuencas sin aforos, previo a su uso los modelos deben ser evaluados; la certidumbre de sus resultados es de utilidad en la definición de políticas acertadas para un manejo racional del recurso agua. El objetivo de esta investigación fue evaluar el grado de ajuste del modelo de escurrimiento de curva numérica del extinto Servicio de Conservación de Suelos de EE. UU. (SCS&#8209;CN) y del modelo de infiltración de Green-Ampt (GA) para reproducir hidrogramas de escurrimiento directo en cuencas no aforadas, los cuales se integraron en un modelo hidrológico estructurado en el software HEC-HMS. Se eligieron siete eventos de lluvia bien definidos y uno prolongado con precipitaciones intermitentes ocurridos en la cuenca río Chapingo, México. En el análisis del conjunto de los ocho eventos, el modelo SCS-CN estimó mejor el volumen total escurrido (RMSE de 5430 m3), mientras que el de GA estimó mejor el gasto pico (RMSE de 0.72 m3 s&#8209;1). El modelo de GA estimó mejor los hidrogramas de tres eventos de lluvia bien definidos cuyos volúmenes escurridos fueron mayores que 8.31 × 103 m3 y, Qp &#8805; 1.93 m3 s-1, con una RMSE de 0.14 a 0.43 m3 s-1, MRE de 0.20 a 0.28 y una eficiencia de Nash-Sutcliffe de 0.92 a 0.95. En los otros cuatro eventos bien definidos, con volúmenes escurridos inferiores a 6.35 × 103 m3 y Qp &#8804; 1.44 m3 s-1 ambos modelos estimaron de forma idéntica y sin eficacia los hidrogramas, con un índice de Nash-Sutcliffe de -1.38 a -7.34. La estimación del hidrograma del evento prolongado, resultó idéntica en ambos modelos, con una RMSE de 0.07 m3 s-1, un MRE de 0.35 y una eficiencia de Nash-Sutcliffe de 0.71.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Summary: Hydrological models are a fast and low-cost option to estimate surface runoff in a rainfall event in ungauged basins. Prior to their use, the models must be evaluated; their results, if reliable, are useful in defining sound policies for rational management of the water resource. The purpose of this research was to evaluate the degree of f it of the numerical curve runoff Model of the extinct U.S. Soil Conservation Service (SCS-CN) and the Green-Ampt (GA) infiltration model to reproduce direct runoff hydrograms in ungauged basins. These models were integrated into a hydrological model structured in HEC-HMS software. Seven well-defined rainfall events and one prolonged event with intermittent precipitation occurring in the Chapingo River Basin, Mexico, were chosen. In the analysis of the set of eight events, the SCS-CN model estimated the total runoff volume better (RMSE of 5430 m3), while the GA model estimated the peak flow better (RMSE of 0.72 m3 s-1). The GA model best estimated the hydrograms of three well-defined rainfall events whose runoff volumes were greater than 8.31 × 103 m3 and Qp &#8805; 1.93 m3 s-1 with RMSE of 0.14 to 0.43 m3s&#8209;1, MRE of 0.20 to 0.28 and Nash-Sutcliffe efficiency of 0.92 to 0.95. For the other four well-defined events with runoff volumes lower than 6.35 × 103 m3 and Qp &#8804; 1.44 m3 s-1, both models estimated the hydrograms identically and without effectiveness with a Nash-Sutcliffe index of -1.38 to -7.34. Estimation of the hydrogram of the prolonged event was identical in both models with an RMSE of 0.07 m3 s-1, an MRE of 0.35 and a Nash-Sutcliffe efficiency of 0.71. The hydrogram of the prolonged event was identical in both models, with an RMSE of 0.07 m3 s-1, an MRE of 0.35 and a Nash-Sutcliffe efficiency of 0.71.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[escurrimiento directo]]></kwd>
<kwd lng="es"><![CDATA[Green-Ampt]]></kwd>
<kwd lng="es"><![CDATA[hidrograma observado]]></kwd>
<kwd lng="es"><![CDATA[humedad inicial del suelo]]></kwd>
<kwd lng="es"><![CDATA[SCS-CN]]></kwd>
<kwd lng="en"><![CDATA[direct runoff]]></kwd>
<kwd lng="en"><![CDATA[Green-Ampt]]></kwd>
<kwd lng="en"><![CDATA[initial soil moisture]]></kwd>
<kwd lng="en"><![CDATA[observed hydrogram]]></kwd>
<kwd lng="en"><![CDATA[SCS-CN]]></kwd>
</kwd-group>
</article-meta>
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