<?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>S2007-40262018000100033</article-id>
<article-id pub-id-type="doi">10.5154/r.inagbi.2017.07.012</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[Kinematic wave hydrologic model of the Turbio River basin, Guanajuato, Mexico]]></article-title>
<article-title xml:lang="es"><![CDATA[Modelo hidrológico de onda cinemática de la cuenca del río Turbio, Guanajuato, México]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Vargas Castañeda]]></surname>
<given-names><![CDATA[Gregorio]]></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[Arteaga Ramírez]]></surname>
<given-names><![CDATA[Ramón]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Arévalo Galarza]]></surname>
<given-names><![CDATA[Gustavo]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma Chapingo Posgrado en Ingeniería Agrícola y Uso Integral del Agua ]]></institution>
<addr-line><![CDATA[ Estado México]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Autónoma Chapingo Departamento de Suelos ]]></institution>
<addr-line><![CDATA[ Estado México]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>06</month>
<year>2018</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>06</month>
<year>2018</year>
</pub-date>
<volume>10</volume>
<numero>1</numero>
<fpage>33</fpage>
<lpage>47</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-40262018000100033&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-40262018000100033&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-40262018000100033&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract  Objective: To apply the HEC-HMS methodology based on kinematic wave theory in the Turbio river basin to increase the accuracy of the model in predicting storm runoff.  Methodology:  Calculations were made for: 1) rainfall depth to runoff depth, through the Soil Conservation Service (SCS) runoff curve number method, 2) runoff depth to hydrograph, for which the SCS unit hydrograph method and kinematic wave (KW) method were used, 3) flood routing in channels, by the Muskingum and KW methods, and 4) flood routing in dams, with the mass balance method. All steps were executed with the HEC-HMS program. Combinations and comparisons of methods 2 and 3 were made, while 1 and 4 remained constant.  Results:  The hydrologic model that presented the highest Nash-Sutcliffe efficiency index (NSE) was the KW-Muskingum combination, where the runoff depth becomes a hydrograph through the KW and the flood routing in channels is carried out with the Muskingum method, and the lowest value was shown by the KW-KW combination.  Study limitations: The models were calibrated for only one event, due to the simultaneous availability of sub-hourly rainfall and flows. This limitation implies that subsequent efforts should focus on validating the kinematic wave model.  Originality:  The hydrologic model presented here is by events and could be implemented in a flood early warning system.  Conclusions:  According to the NSE, the three methods were satisfactory; however, the best was the KW-Muskingum combination.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen  Objetivo: Aplicar la metodología del HEC-HMS, basada en la teoría de onda cinemática, en la cuenca del río Turbio para incrementar la precisión del modelo en la predicción de escurrimientos debidos a tormentas.  Metodología:  Se realizaron los cálculos de 1) lámina precipitada a lámina escurrida, a través del método de número de curva de escurrimiento del Servicio de Conservación de Suelos (SCS), 2) lámina escurrida a hidrograma, con los métodos de hidrograma unitario del SCS y de onda cinemática (OC), 3) tránsito de avenidas a cauces, mediante los métodos de Muskingum y OC, y 4) tránsito de avenidas a presas mediante el balance de masas. Todos los pasos de cálculos se ejecutaron con el programa HEC-HMS. Se realizaron combinaciones y comparaciones de los métodos 2 y 3, mientras que el 1 y 4 se mantuvieron constantes.  Resultados:  El modelo hidrológico que presentó el índice de eficiencia de Nash-Sutcliffe (NSE) más alto fue la combinación OC-Muskingum, en donde la lámina escurrida se convierte en hidrograma a través de la OC y el tránsito de avenidas en cauces se efectúa con Muskingum, y el valor más bajo lo mostró la combinación OC-OC.  Limitaciones del estudio: Los modelos se calibraron solamente para un evento; esto debido a la disponibilidad simultánea de lluvia y caudales sub-horarios. Esta limitación implica que esfuerzos posteriores deberán concentrarse en validar el modelo de onda cinemática.  Originalidad:  El modelo hidrológico aquí presentado es por eventos, y pudiera ser implementado en un sistema de alerta temprana de inundaciones.  Conclusiones:  De acuerdo con el NSE, los tres métodos resultaron satisfactorios; sin embargo, el mejor fue el de OC-Muskingum.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[rainfall-runoff]]></kwd>
<kwd lng="en"><![CDATA[flood routing]]></kwd>
<kwd lng="en"><![CDATA[unit hydrograph]]></kwd>
<kwd lng="en"><![CDATA[flood warning model]]></kwd>
<kwd lng="es"><![CDATA[lluvia-escurrimiento]]></kwd>
<kwd lng="es"><![CDATA[tránsito de avenidas]]></kwd>
<kwd lng="es"><![CDATA[hidrograma unitario]]></kwd>
<kwd lng="es"><![CDATA[modelo para alerta de inundaciones]]></kwd>
</kwd-group>
</article-meta>
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