<?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>1405-3195</journal-id>
<journal-title><![CDATA[Agrociencia]]></journal-title>
<abbrev-journal-title><![CDATA[Agrociencia]]></abbrev-journal-title>
<issn>1405-3195</issn>
<publisher>
<publisher-name><![CDATA[Colegio de Postgraduados]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S1405-31952018000400483</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Optimización del riego por surcos mediante una fórmula analítica y su impacto en la reducción del agua aplicada]]></article-title>
<article-title xml:lang="en"><![CDATA[Optimization of furrow irrigation by an analytical formula and its impact on the reduction of water applied]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Chávez-García]]></surname>
<given-names><![CDATA[Carlos A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Fuentes-Ruiz]]></surname>
<given-names><![CDATA[Carlos]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma de Querétaro Centro de Investigaciones del Agua ]]></institution>
<addr-line><![CDATA[ Querétaro]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Instituto Mexicano de Tecnología del Agua Coordinación de Riego y Drenaje ]]></institution>
<addr-line><![CDATA[Jiutepec Morelos]]></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>52</volume>
<numero>4</numero>
<fpage>483</fpage>
<lpage>496</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S1405-31952018000400483&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S1405-31952018000400483&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S1405-31952018000400483&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen El método de riego por gravedad es el más utilizado en los 85 Distritos de Riego de México. Uno de los principales problemas es la pérdida considerable, por la selección del caudal de riego inapropiado, causada por el diseño incorrecto de la longitud de riego o del gasto de riego. El objetivo de este estudio fue demostrar que a partir de la evaluación de una prueba de riego, datos de la parcela y lámina neta a aplicar puede calcularse el gasto óptimo para cada surco durante un riego. La hipótesis fue que con este gasto pueden disminuirse las láminas brutas históricas aplicadas en las parcelas evaluadas. En este estudio se evaluaron y diseñaron 197 pruebas de riego, en ocho texturas, en el Distrito de Riego 085, La Begoña, Guanajuato, México. En cada prueba de riego, en las parcelas se midieron: pendiente, anchura de surco, gasto de entrada, contenidos de humedad inicial y para saturación y densidad aparente. Con un algoritmo de optimización se calcularon los parámetros de la ecuación de infiltración de Green y Ampt (Ks y hf ) a partir de la fase de avance, almacenamiento y recesión de cada prueba. Para el proceso de simulación del flujo superficial se utilizó el modelo de la onda cinemática y el gasto óptimo se calculó con una fórmula analítica, que se validó con el modelo completo de Saint-Venant y Richards. Con la aplicación del gasto óptimo de riego calculado, las láminas de riego disminuyeron en promedio 19.63 cm, y en algunos casos, dejó de aplicarse una lámina de hasta 124.68 cm. Los tiempos de riego disminuyeron en promedio 11.76 h ha-1 por riego y además el ahorro promedio fue de 2,000 m3 ha-1 por riego, que representó 48 % del volumen total utilizado, lo que elevó en promedio de 53 a 85 % la eficiencia.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract The gravity irrigation method is the most frequently used in the 85 Irrigation Districts in Mexico. One of the main problems is the considerable loss caused by the incorrect design of the irrigation longitude or the irrigation flow rate, from the selection of the inappropriate irrigation flow. The objective of this study was to demonstrate that from the evaluation of an irrigation test, the optimal flow rate can be calculated for each furrow during irrigation from data obtained from the plot and the net irrigation depth to be applied. The hypothesis was that with this flow rate, the gross historical water depth applied in the plots evaluated could be decreased. In this study, 197 irrigation tests were evaluated and designed, in eight textures, in Irrigation District 085, La Begoña, Guanajuato, Mexico. In each irrigation test, the following variables were measured in the plots: slope, furrow width, entry flow rate, initial moisture contents, and for saturation and apparent density. With an optimization algorithm, the parameters of the Green and Ampt (Ks y hf ) infiltration equation were calculated from the advancement, storage and recession phases of each test. For the simulation process of the superficial flow, the kinematic wave model was used and the optimal flow rate was calculated with an analytical formula, which was validated with the complete Saint-Venant and Richards model. With the application of the optimal flow rate of calculated irrigation, the irrigation depths decreased in average 19.63 cm, and in some cases, an in water depth of up to 124.68 cm ceased to be applied. The irrigation times decreased in average 11.76 h ha-1 per irrigation event and, in addition, the average savings was 2000 m3 ha-1 per irrigation event, which increased the average efficiency from 53 to 85 %.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[Riego por gravedad]]></kwd>
<kwd lng="es"><![CDATA[ecuación de Green y Ampt]]></kwd>
<kwd lng="es"><![CDATA[pruebas de riego]]></kwd>
<kwd lng="es"><![CDATA[modelo de la onda cinemática]]></kwd>
<kwd lng="en"><![CDATA[gravity irrigation]]></kwd>
<kwd lng="en"><![CDATA[Green and Ampt equation]]></kwd>
<kwd lng="en"><![CDATA[irrigation tests]]></kwd>
<kwd lng="en"><![CDATA[kinematic wave model]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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