<?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>1794-6190</journal-id>
<journal-title><![CDATA[Earth Sciences Research Journal]]></journal-title>
<abbrev-journal-title><![CDATA[Earth Sci. Res. J.]]></abbrev-journal-title>
<issn>1794-6190</issn>
<publisher>
<publisher-name><![CDATA[Universidad Nacional de Colombia]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S1794-61902021000400397</article-id>
<article-id pub-id-type="doi">10.15446/esri.v25n4.95321</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[Runoff Curve Number (CN model) Evaluation Under Tropical Conditions]]></article-title>
<article-title xml:lang="es"><![CDATA[Evaluación de la Escorrentía del Número de Curva (CN) en Condiciones Tropicales]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Calero Mosquera]]></surname>
<given-names><![CDATA[Daniela]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Hoyos Villada]]></surname>
<given-names><![CDATA[Fanny]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Torres Prieto]]></surname>
<given-names><![CDATA[Enrique]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Nacional de Colombia  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Colombia</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>12</month>
<year>2021</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>12</month>
<year>2021</year>
</pub-date>
<volume>25</volume>
<numero>4</numero>
<fpage>397</fpage>
<lpage>404</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_arttext&amp;pid=S1794-61902021000400397&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_abstract&amp;pid=S1794-61902021000400397&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_pdf&amp;pid=S1794-61902021000400397&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[ABSTRACT In tropical countries the Curve Number method (CN) of the Soil Conservation Service (SCS) is widely used in civil engineering (to calculate drainage infrastructure) as well as in agricultural and environmental studies. However, little is known about the accuracy of CN method in tropical watersheds. To reveal this accuracy, this study compares the SCS-CN model with the methodology proposed by Hawkins (1993) where CN (CNq) values are determined with field data measured in an Andean micro-basin. For this, CN values for the tropical micro watershed "La Vega" were identified using the tables proposed by the SCS and its respective antecedent moisture and slope corrections (CNAMC2S); subse-quently CNq values were derived from 55 events in which runoff and rainfall were measured. According to the results obtained, it was found that in the tropical micro watershed evaluated in this study, the SCS-CN model overestimated runoff. The SCS-CN model is strongly influenced by the antecedent humidity and its impact becomes stronger in high rainfalls records; however, the antecedent humidity influence was not observed in measured runoff data. Despite the SCS-CN model did not show a direct relationship between CN and rainfall, this relationship was observed in measured data. Furthermore, a clear relationship between runoff and maximum rainfall intensity was found, so it is considered that including this factor in future research can improve the model's predictions. This study shows that SCS-CN model has some inaccuracies and it requires further studies to know its applicability in tropical conditions.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[RESUMEN En países tropicales el Número de Curva (CN) del Servicio de Conservación de Suelos (SCS) es ampliamente usado en ingeniería civil (para calcular infraestructura de drenaje), así como en estudios agrícolas y ambientales. Sin embargo, se conoce poco sobre la precisión del modelo SCS-CN en cuencas tropicales; para revelar esta precisión, este estudio compara la metodología del SCS-CN con la metodología propuesta por Hawkins (1993), donde se determinan valores de CN (CNq) a partir de datos de campo medidos en una microcuenca Andina. Para esto, se identificaron los valores de CN para la microcuenca tropical "La Vega" utilizando las tablas propuestas por el SCS con sus respectivas correcciones por humedad antecedente y pendiente (CNAMC2S); posteriormente, los valores de CNq se derivaron de 55 eventos en los que se midieron lluvia y escorrentía. De acuerdo con los resultados obtenidos, se encontró que, en la microcuenca tropical evaluada en este estudio, el método del SCS sobreestimó la escorrentía. El modelo del SCS- CN está fuertemente influenciado por la humedad antecedente y su impacto es más fuerte en registros de altas precipitaciones, sin embargo, la influencia de la humedad antecedente no se observó en las escorrentías medidas. A pesar de que el modelo SCS-CN no presentó una relación directa entre CN y precipitación, esta relación si se observó en los datos medidos, además, se encontró una clara relación entre escorrentía e intensidad máxima de precipitación, por lo que se considera que incluir este factor en futuras investigaciones puede mejorar las predicciones del modelo. Este estudio muestra que el modelo SCS-CN tiene algunas inexactitudes y requiere más estudios para conocer su aplicabilidad en condiciones tropicales.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[flow]]></kwd>
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<kwd lng="es"><![CDATA[hidrología]]></kwd>
<kwd lng="es"><![CDATA[precipitación]]></kwd>
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</article-meta>
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