<?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>S2007-24222019000600001</article-id>
<article-id pub-id-type="doi">10.24850/j-tyca-2019-06-01</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Ajuste de curvas IDF a partir de tormentas de corta duración]]></article-title>
<article-title xml:lang="en"><![CDATA[Intensity-Duration-Frequency curves on short duration storms]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Gutiérrez-López]]></surname>
<given-names><![CDATA[Alfonso]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Barragán-Regalado]]></surname>
<given-names><![CDATA[Raisa]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma de Querétaro  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Autónoma de Querétaro  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>12</month>
<year>2019</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>12</month>
<year>2019</year>
</pub-date>
<volume>10</volume>
<numero>6</numero>
<fpage>1</fpage>
<lpage>24</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-24222019000600001&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-24222019000600001&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-24222019000600001&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen Las curvas intensidad-duración-frecuencia (IDF) se utilizan en hidrología para caracterizar la intensidad de la lluvia en función de su duración y su periodo de retorno. Estas curvas son de gran importancia en la planificación de recursos hídricos, así como para el diseño de obras hidráulicas. La ecuación empírica propuesta por Sherman en 1931 sigue siendo utilizada en la actualidad. Los parámetros de esta ecuación se estiman por métodos de mínimos cuadrados o de optimización. Sin embargo, los valores obtenidos para parametrizar esta ecuación carecen de sentido físico. Empleando datos de 523 tormentas monitoreadas a cada minuto se obtienen sus curvas IDF. Los resultados muestran que el parámetro que ajusta el factor de escala de la fórmula de Sherman es función de la duración típica de las tormentas que se analizan. Se concluye que el factor de escala debe obtenerse de relaciones físicas y no de métodos analíticos. Se recomienda que se revisen las curvas IDF, calculadas tradicionalmente, y se comparen las duraciones típicas de tormenta con el factor de escala de la fórmula de Sherman.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract The curves intensity-duration-frequency (IDF) are used in hydrology to characterize the intensity of rainfall according to its duration and its return period. These curves are of great importance in the planning of water resources, as well as for the design of hydraulic works. The empirical equation proposed by Sherman in 1931, is still used today. The parameters of this equation are estimated by least squares or optimization methods. However, the values obtained to parameterize this equation do not have a physical sense. Using data from 523 monitored storms every minute, IDF curves are obtained. The results show that the parameter that adjusts the scale factor of the Sherman formula is a function of the typical duration storms. It is concluded that the scale factor must be obtained from physical relationships and not from analytical methods. It is recommended that traditionally calculated IDF curves be reviewed and typical storm durations compared with the scale factor of Sherman&#8217;s formula.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[intensidad-duración-periodo de retorno]]></kwd>
<kwd lng="es"><![CDATA[curvas IDF]]></kwd>
<kwd lng="es"><![CDATA[Sherman]]></kwd>
<kwd lng="es"><![CDATA[duración de tormenta]]></kwd>
<kwd lng="es"><![CDATA[lluvia]]></kwd>
<kwd lng="es"><![CDATA[hietograma]]></kwd>
<kwd lng="en"><![CDATA[Intensity of rainfall-storm duration-return period]]></kwd>
<kwd lng="en"><![CDATA[curves (IDF)]]></kwd>
<kwd lng="en"><![CDATA[Sherman]]></kwd>
<kwd lng="en"><![CDATA[rainfall]]></kwd>
<kwd lng="en"><![CDATA[hietogram]]></kwd>
</kwd-group>
</article-meta>
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