<?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>2007-2422</journal-id>
<journal-title><![CDATA[Tecnología y ciencias del agua]]></journal-title>
<abbrev-journal-title><![CDATA[Tecnol. cienc. agua]]></abbrev-journal-title>
<issn>2007-2422</issn>
<publisher>
<publisher-name><![CDATA[Instituto Mexicano de Tecnología del Agua, Coordinación de Comunicación, Participación e Información]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S2007-24222018000400130</article-id>
<article-id pub-id-type="doi">10.24850/j-tyca-2018-04-06</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Evaluación hidrológica de la cuenca del río Teapa, utilizando el modelo MIKE-SHE]]></article-title>
<article-title xml:lang="en"><![CDATA[Hydrological assessment of the Teapa River basin, using the MIKE SHE model]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Torres]]></surname>
<given-names><![CDATA[Marco Antonio]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Nikolskii]]></surname>
<given-names><![CDATA[Iourii]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Martínez-Miranda]]></surname>
<given-names><![CDATA[María Eugenia]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Martínez]]></surname>
<given-names><![CDATA[Mario R.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Colegio de Postgraduados Postgrado en Hidrociencias ]]></institution>
<addr-line><![CDATA[Montecillo Estado de México]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Colegio de Postgraduados Programa de Hidrociencias ]]></institution>
<addr-line><![CDATA[Montecillo Estado de México]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,Manejo Integral de Cuencas S.A. de C.V.  ]]></institution>
<addr-line><![CDATA[Texcoco ]]></addr-line>
<country>México</country>
</aff>
<aff id="Af4">
<institution><![CDATA[,Colegio de Postgraduados Programa de Hidrociencias ]]></institution>
<addr-line><![CDATA[Montecillo Estado de México]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>08</month>
<year>2018</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>08</month>
<year>2018</year>
</pub-date>
<volume>9</volume>
<numero>4</numero>
<fpage>130</fpage>
<lpage>146</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-24222018000400130&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-24222018000400130&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-24222018000400130&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen En el presente trabajo se ha aplicado el modelo hidrológico MIKE-SHE, para simular procesos de escorrentía de agua de la cuenca hidrológica del río Teapa, en el sureste de México. La cuenca tiene un clima tropical húmedo, altas pendientes y una escasa presencia de núcleos urbanos. Existe información detallada sobre las condiciones climáticas, topografía, de vegetación y suelos de la cuenca, así como datos del régimen hidrológico del río Teapa. Se ha implementado el modelo MIKE-SHE, principalmente por la gran capacidad de procesamiento de la información detallada de las cuencas. El proceso de simulación del régimen hidrológico del río Teapa comprende dos etapas de cálculo: la calibración del modelo, que tiene como finalidad obtener un buen ajuste entre los datos observados y los calculados, lo cual se logra mediante modificación de algunos de los parámetros iniciales relacionados con las propiedades físicas de los suelos y con la rugosidad hidráulica de la superficie y cauces; la validación del modelo consiste en la aplicación del mismo en un periodo sin calibración y la comparación de los gastos calculados y observados. Los resultados de la simulación señalan que en el proceso de validación del modelo MIKE-SHE se logró un ajuste entre los gastos del río Teapa medios y máximos mensuales, obteniendo un coeficiente de determinación R 2 = 0.81. Sin embargo, no se ha logrado buen ajuste de los gastos diarios con R 2 = 0.62.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract The MIKE SHE hydrological model was applied by the present work in order to simulate water runoff from the Teapa River basin in southeastern Mexico. The basin has a humid tropical climate, high slopes, and is relatively little altered by human activities. There is relatively detailed information on climatic conditions, topography, vegetation, and soils in the basin, as well as data on the hydrologic regime of Teapa River. The MIKE SHE model is preferible because of its high capacity to process detailed characteristics of the river basin. The process to simulate the Teapa River&#8217;s hydrological regime involved two calculation stages. First, calibration of the model by means of some of its parameters, initially determined and related with hydrophysical properties of soils and hydraulic roughness of the surface, for a better fit between calculated and observed river discharges. Then, validation of the model by comparing calculated and observed river discharges. The results of the simulation showed that the MIKE SHE model validation process resulted in a rather good fit between the calculated and observed mean and maximum monthly discharges from the Teapa River, with a determination coefficient of R 2 = 0.81. However, the calculated and observed daily discharges did not result in a good fit, with R 2 = 0.62. A large number of model parameters, each of which presumably had an error, can possibly explain such a relatively low fit for the daily discharges.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[modelación hidrológica]]></kwd>
<kwd lng="es"><![CDATA[modelos distribuidos]]></kwd>
<kwd lng="es"><![CDATA[MIKE-SHE]]></kwd>
<kwd lng="es"><![CDATA[escurrimiento superficial]]></kwd>
<kwd lng="en"><![CDATA[Hydrologic modelling]]></kwd>
<kwd lng="en"><![CDATA[distributed models]]></kwd>
<kwd lng="en"><![CDATA[MIKE SHE]]></kwd>
</kwd-group>
</article-meta>
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