<?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>2007-0934</journal-id>
<journal-title><![CDATA[Revista mexicana de ciencias agrícolas]]></journal-title>
<abbrev-journal-title><![CDATA[Rev. Mex. Cienc. Agríc]]></abbrev-journal-title>
<issn>2007-0934</issn>
<publisher>
<publisher-name><![CDATA[Instituto Nacional de Investigaciones Forestales, Agrícolas y Pecuarias]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S2007-09342015000801729</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Curvas de escurrimiento para tres microcuencas de la cuenca Huixtla, Chiapas, México]]></article-title>
<article-title xml:lang="en"><![CDATA[Runoff curves for three micro-watersheds of the Huixtla basin, Chiapas, Mexico]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Pérez Nieto]]></surname>
<given-names><![CDATA[Samuel]]></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[Arellano Monterrosas]]></surname>
<given-names><![CDATA[José Luis Leobardo]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Fernández Reynoso]]></surname>
<given-names><![CDATA[Demetrio Salvador]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Chávez Morales]]></surname>
<given-names><![CDATA[Jesús]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma Chapingo Departamento de Irrigación ]]></institution>
<addr-line><![CDATA[Chapingo México]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Comisión Nacional del Agua Organismo de Cuenca Frontera Sur ]]></institution>
<addr-line><![CDATA[Tuxtla Gutiérrez Chiapas]]></addr-line>
</aff>
<aff id="Af3">
<institution><![CDATA[,Colegio de Postgraduados Programa de Hidrociencias ]]></institution>
<addr-line><![CDATA[Texcoco México]]></addr-line>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>12</month>
<year>2015</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>12</month>
<year>2015</year>
</pub-date>
<volume>6</volume>
<numero>8</numero>
<fpage>1729</fpage>
<lpage>1742</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-09342015000801729&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-09342015000801729&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-09342015000801729&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen: La estimación de la lámina escurrida es un cálculo intermedio para varias metodologías de diseño hidrológico de obras hidráulicas; un método de cálculo de dicho parámetro es el número de curva de escurrimiento (Nc) que se ha generalizado en el mundo debido a sus consideraciones y fácil aplicación. En este trabajo desarrollado en 2013, se obtuvieron en campo los Nc en tres microcuencas instrumentadas en la cuenca del río Huixtla en la Costa de Chiapas, México. Las microcuencas fueron Rosita con cobertura de acahual con bosque, Hannover con café bajo sombra y Berriozábal con maíz y acahual; en las tres microcuencas la textura es migajón-arenoso y su pendiente media va de 23 a 33%. La estimación del Nc se hizo en tablas del SCS a partir del uso del suelo, condición hidrológica y grupo hidrológico o de suelo; se hicieron correcciones por humedad antecedente (CHA) y por pendiente del terreno y se compararon con los valores de Nc calculados a partir de datos medidos en campo de lámina precipitada (Lp) y lámina de escurrimiento (Le) de 20, 82 y 27 eventos para las microcuencas Rosita, Hannover y Berriozábal, respectivamente. Se concluyó que los valores de Nc obtenidos de las tablas del SCS para condiciones como las de las microcuencas Rosita, Hannover y Berriozábal, una vez corregidos por humedad antecedente y pendiente, deben adicionárseles 11, 9, y 6 unidades respectivamente, ya que de no hacerlo, se pudiera estar subestimando la avenida de diseño.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract: The estimate of runoff depth is an intermediate calculation methodologys for various hydrologic designs of hydraulic works; a method for calculating this parameter is the number of runoff curve (Nc) that has been widespread in the world due to its considerations and easy application. In this work developed in 2013, were obtained in the field the Nc in three micro-watersheds implemented in the basin of the Huixtla River in the coast of Chiapas, Mexico. The micro-watersheds were Rosita with acahual with forest coverage, Hannover with shaded coffee and Berriozábal with maize and acahual; in the three micro-watersheds, the texture is sandy-loam and its average slope ranges from 23-33%. Nc estimation was made in tables SCS from land-use, hydrological conditions and soil hydrological or group; corrections were made by the antecedent moisture (CHA) and slope of the terrain and were compared with the values of Nc calculated from data measured in field of hasty sheets (Lp) and runoff sheet (Le) 20, 82 and 27 events for micro-watersheds Rosita, Hannover and Berriozábal, respectively. It was concluded that, the Nc values obtained from SCS tables for conditions such as micro-watersheds Rosita, Hannover and Berriozábal, corrected by antecedent moisture and slope should add 11, 9, and 6 units respectively, as otherwise, we could be underestimating the flood design.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[avenida de diseño]]></kwd>
<kwd lng="es"><![CDATA[cuencas costeras]]></kwd>
<kwd lng="es"><![CDATA[identificación de curva de escurrimiento]]></kwd>
<kwd lng="en"><![CDATA[coastal watershed]]></kwd>
<kwd lng="en"><![CDATA[design flood]]></kwd>
<kwd lng="en"><![CDATA[runoff curve identification]]></kwd>
</kwd-group>
</article-meta>
</front><back>
<ref-list>
<ref id="B1">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Aparicio]]></surname>
<given-names><![CDATA[M. F. J.]]></given-names>
</name>
</person-group>
<source><![CDATA[Fundamentos de hidrología de superficie]]></source>
<year>2012</year>
<publisher-loc><![CDATA[México, D. F. ]]></publisher-loc>
<publisher-name><![CDATA[Limusa]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B2">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Arellano]]></surname>
<given-names><![CDATA[M. J. L. L.]]></given-names>
</name>
</person-group>
<source><![CDATA[Vulnerabilidad y gestión de riesgos por deslizamientos e inundaciones en la cuenca superior del Río Huehuetán, Chiapas]]></source>
<year>2012</year>
<publisher-loc><![CDATA[Jiutepec, Morelos, México ]]></publisher-loc>
<publisher-name><![CDATA[Instituto Mexicano de Tecnología del Agua, Programa de Posgrado]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B3">
<nlm-citation citation-type="journal">
<article-title xml:lang=""><![CDATA[Calibración del número N de la curva de escurrimiento en una cuenca agropecuaria de 116 km2 de la Provincia de Buenos Aires, Argentina]]></article-title>
<person-group person-group-type="author">
<name>
<surname><![CDATA[Ares]]></surname>
<given-names><![CDATA[M. G.]]></given-names>
</name>
<name>
<surname><![CDATA[Varni]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Chagas]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Entraigas]]></surname>
<given-names><![CDATA[I.]]></given-names>
</name>
</person-group>
<source><![CDATA[Agrociencia]]></source>
<year>2012</year>
<volume>46</volume>
<numero>6</numero>
<issue>6</issue>
<page-range>535-41</page-range></nlm-citation>
</ref>
<ref id="B4">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Campos]]></surname>
<given-names><![CDATA[A. D. F.]]></given-names>
</name>
</person-group>
<source><![CDATA[Contraste del procedimiento propuesto para estimar hidrogramas anuales estacionales en cuencas sin aforo]]></source>
<year>2002</year>
<publisher-loc><![CDATA[SLP. México ]]></publisher-loc>
<publisher-name><![CDATA[Facultad de Ingeniería de la Universidad Autónoma de San Luis Potosí]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B5">
<nlm-citation citation-type="confpro">
<source><![CDATA[Calibración del número N con predicción de crecientes, en dos cuencas rurales de la Costa de Chiapas]]></source>
<year>2010</year>
<conf-name><![CDATA[ XXICongreso Nacional de Hidráulica]]></conf-name>
<conf-loc>Guadalajara, Jalisco, México </conf-loc>
</nlm-citation>
</ref>
<ref id="B6">
<nlm-citation citation-type="">
<source><![CDATA[Estimación y aprovechamiento del escurrimiento]]></source>
<year>2011</year>
<edition>Primera</edition>
<publisher-loc><![CDATA[San Luis Potosí, México ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B7">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Dal-Ré]]></surname>
<given-names><![CDATA[T. R.]]></given-names>
</name>
</person-group>
<source><![CDATA[Pequeños embalses de uso agrícola]]></source>
<year>2003</year>
<publisher-loc><![CDATA[Madrid, España ]]></publisher-loc>
<publisher-name><![CDATA[Ediciones Mundi-Prensa]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B8">
<nlm-citation citation-type="confpro">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Guichard]]></surname>
<given-names><![CDATA[R. D.]]></given-names>
</name>
<name>
<surname><![CDATA[Arellano]]></surname>
<given-names><![CDATA[M. J. L.]]></given-names>
</name>
<name>
<surname><![CDATA[González]]></surname>
<given-names><![CDATA[P. S.]]></given-names>
</name>
<name>
<surname><![CDATA[Aguilar]]></surname>
<given-names><![CDATA[S. M. A.]]></given-names>
</name>
<name>
<surname><![CDATA[Domínguez]]></surname>
<given-names><![CDATA[M. R.]]></given-names>
</name>
<name>
<surname><![CDATA[Muciño]]></surname>
<given-names><![CDATA[P. J. J.]]></given-names>
</name>
</person-group>
<source><![CDATA[Calibración de los números de escurrimiento en microcuencas de la región hidrológica 23 (Costa de Chiapas)]]></source>
<year>2014</year>
<conf-name><![CDATA[ XXIIICongreso Nacional de Hidráulica]]></conf-name>
<conf-loc>Puerto Vallarta, México </conf-loc>
</nlm-citation>
</ref>
<ref id="B9">
<nlm-citation citation-type="journal">
<article-title xml:lang=""><![CDATA[Asymptotic determination of runoff curve numbers from data]]></article-title>
<person-group person-group-type="author">
<name>
<surname><![CDATA[Hawkins]]></surname>
<given-names><![CDATA[R. H.]]></given-names>
</name>
</person-group>
<source><![CDATA[J. Irrigation andDrainage Engineering]]></source>
<year>1993</year>
<volume>119</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>334-45</page-range></nlm-citation>
</ref>
<ref id="B10">
<nlm-citation citation-type="journal">
<article-title xml:lang=""><![CDATA[Uso del suelo y su efecto sobre los escurrimientos en la cuenca del río Huehuetán. México]]></article-title>
<person-group person-group-type="author">
<name>
<surname><![CDATA[Juárez- Méndez]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Ibáñez-Castillo]]></surname>
<given-names><![CDATA[L. A.]]></given-names>
</name>
<name>
<surname><![CDATA[Pérez-Nieto]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Arellano-Monterrosas]]></surname>
<given-names><![CDATA[J. L. L.]]></given-names>
</name>
</person-group>
<source><![CDATA[Ingeniería Agrícola y Biosistemas]]></source>
<year>2009</year>
<volume>1</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>60-76</page-range></nlm-citation>
</ref>
<ref id="B11">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[McCuen]]></surname>
<given-names><![CDATA[R. H.]]></given-names>
</name>
</person-group>
<source><![CDATA[Hydrologic analysis and design]]></source>
<year>2004</year>
<edition>Third</edition>
<publisher-name><![CDATA[Pearson Prentice-Hall]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B12">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Miranda-Aragón]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
<name>
<surname><![CDATA[Ibáñez-Castillo]]></surname>
<given-names><![CDATA[L. A.]]></given-names>
</name>
<name>
<surname><![CDATA[Valdez-Lazalde]]></surname>
<given-names><![CDATA[J. R.]]></given-names>
</name>
<name>
<surname><![CDATA[Hernández-de la Rosa]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
</person-group>
<source><![CDATA[Modelación hidrológica empírica del gasto de 100 años de periodo de retorno del Río Grande, Tlalchapa, Guerrero en dos escenarios de uso de suelo]]></source>
<year>2009</year>
<volume>43</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>333-44</page-range><publisher-loc><![CDATA[México ]]></publisher-loc>
<publisher-name><![CDATA[Agrociencia]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B13">
<nlm-citation citation-type="journal">
<article-title xml:lang=""><![CDATA[Field applicability of the SCS-CN based Mishra-Singh general model and its variants]]></article-title>
<person-group person-group-type="author">
<name>
<surname><![CDATA[Mishra]]></surname>
<given-names><![CDATA[S. K.]]></given-names>
</name>
<name>
<surname><![CDATA[Jain]]></surname>
<given-names><![CDATA[M. K.]]></given-names>
</name>
<name>
<surname><![CDATA[Bhunya]]></surname>
<given-names><![CDATA[P. K.]]></given-names>
</name>
<name>
<surname><![CDATA[Singh]]></surname>
<given-names><![CDATA[V. P.]]></given-names>
</name>
</person-group>
<source><![CDATA[Water Resour. Manage.]]></source>
<year>2005</year>
<volume>19</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>37-62</page-range></nlm-citation>
</ref>
<ref id="B14">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Mockus]]></surname>
<given-names><![CDATA[V.]]></given-names>
</name>
</person-group>
<source><![CDATA[Estimation of total (and peak rates of) surface runoff for individual storms. Exhibit A, appendix B. Interim survey report, grand (Neosho) River Watershed]]></source>
<year>1949</year>
<publisher-loc><![CDATA[Washington, D. C. USA ]]></publisher-loc>
<publisher-name><![CDATA[US Department of Agriculture]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B15">
<nlm-citation citation-type="book">
<article-title xml:lang=""><![CDATA[Applicability of the modified SCS prediction method to small catchments in Thailand]]></article-title>
<person-group person-group-type="author">
<name>
<surname><![CDATA[Muzik]]></surname>
<given-names><![CDATA[l.]]></given-names>
</name>
</person-group>
<source><![CDATA[Hydrology of warm humid regions (Proc. Yokohama Symp.)]]></source>
<year>1993</year>
<volume>216</volume>
<page-range>195-201</page-range><publisher-name><![CDATA[IAHS]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B16">
<nlm-citation citation-type="book">
<collab>Natural Resources Conservation Service</collab>
<source><![CDATA[National engineering handbook, part 630, Hydrology]]></source>
<year>2013</year>
<publisher-name><![CDATA[U.S. Department of Agriculture]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B17">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Neitsch]]></surname>
<given-names><![CDATA[S. L.]]></given-names>
</name>
<name>
<surname><![CDATA[Arnold]]></surname>
<given-names><![CDATA[J. G.]]></given-names>
</name>
<name>
<surname><![CDATA[Kiniry]]></surname>
<given-names><![CDATA[J. R.]]></given-names>
</name>
<name>
<surname><![CDATA[Williams]]></surname>
<given-names><![CDATA[J. R.]]></given-names>
</name>
</person-group>
<source><![CDATA[Soil and water assessment tool user's manual; version 2009]]></source>
<year>2011</year>
<publisher-loc><![CDATA[Temple, Texas. USA ]]></publisher-loc>
<publisher-name><![CDATA[Grassland, soil and water research laboratory of agricultural research service and blackland research center at Texas Agricultural Experiment Station]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B18">
<nlm-citation citation-type="journal">
<article-title xml:lang=""><![CDATA[Mitos y falacias del método hidrológico del número de curva del SCS/NRCS]]></article-title>
<person-group person-group-type="author">
<name>
<surname><![CDATA[Paz-Pellat]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
</person-group>
<source><![CDATA[Agrociencia]]></source>
<year>2009</year>
<volume>43</volume>
<numero>5</numero>
<issue>5</issue>
<page-range>521-8</page-range></nlm-citation>
</ref>
<ref id="B19">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Pérez]]></surname>
<given-names><![CDATA[N. S.]]></given-names>
</name>
</person-group>
<source><![CDATA[Erosión hídrica en Cuencas Costeras de Chiapas y estrategias para su restauración hidrológico-ambiental]]></source>
<year>2013</year>
<publisher-loc><![CDATA[Texcoco, México ]]></publisher-loc>
<publisher-name><![CDATA[Posgrado en Hidrociencias, Colegio de Postgraduados]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B20">
<nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Ponce]]></surname>
<given-names><![CDATA[V. M.]]></given-names>
</name>
</person-group>
<source><![CDATA[Notes of my conversation with Vic Mockus, interview with Víctor Miguel Ponce]]></source>
<year>1996</year>
<publisher-loc><![CDATA[San Diego, California ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B21">
<nlm-citation citation-type="journal">
<article-title xml:lang=""><![CDATA[Runoff curve number: has it reached maturity?]]></article-title>
<person-group person-group-type="author">
<name>
<surname><![CDATA[Ponce]]></surname>
<given-names><![CDATA[V. M.]]></given-names>
</name>
<name>
<surname><![CDATA[Hawkins]]></surname>
<given-names><![CDATA[R. H.]]></given-names>
</name>
</person-group>
<source><![CDATA[J. Hydrologic Eng.]]></source>
<year>1996</year>
<numero>1</numero>
<issue>1</issue>
<page-range>11-9</page-range></nlm-citation>
</ref>
<ref id="B22">
<nlm-citation citation-type="book">
<collab>Secretaría de Medio Ambiente y Recursos Naturales (SEMARNAT)</collab>
<source><![CDATA[Norma Oficial Mexicana NOM-011-CNA-2000 Conservación de recurso agua, que establece las especificaciones y el Método para determinar la disponibilidad anual de las Aguas Nacionales]]></source>
<year>2002</year>
<publisher-loc><![CDATA[México, D. F. ]]></publisher-loc>
<publisher-name><![CDATA[Diario Oficial de la Federación]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B23">
<nlm-citation citation-type="">
<collab>Servicio Meteorológico Nacional</collab>
<source><![CDATA[Climatología histórica diaria de Finca Argovia, Chiapas, clave 7012]]></source>
<year>2014</year>
</nlm-citation>
</ref>
<ref id="B24">
<nlm-citation citation-type="book">
<collab>U.S. Army of Corps Engineers, USACE</collab>
<source><![CDATA[Hydrologic modeling system, HMS. Technical reference]]></source>
<year>2000</year>
<publisher-loc><![CDATA[USA ]]></publisher-loc>
<publisher-name><![CDATA[Hydrologic Engineers Center]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B25">
<nlm-citation citation-type="book">
<collab>U.S. Army of Corps Engineers, USACE</collab>
<source><![CDATA[Hydrologic Modeling System HEC-HMS. Version 3.5 User's Manual]]></source>
<year>2010</year>
<publisher-loc><![CDATA[USA ]]></publisher-loc>
<publisher-name><![CDATA[Hydrologic Engineers Center]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B26">
<nlm-citation citation-type="">
<collab>U.S. Bureau of reclamation, USBR</collab>
<source><![CDATA[Design of small dams]]></source>
<year>1987</year>
</nlm-citation>
</ref>
</ref-list>
</back>
</article>
