<?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>1390-8596</journal-id>
<journal-title><![CDATA[LA GRANJA. Revista de Ciencias de la Vida ]]></journal-title>
<abbrev-journal-title><![CDATA[La Granja]]></abbrev-journal-title>
<issn>1390-8596</issn>
<publisher>
<publisher-name><![CDATA[Universidad Politécnica Salesiana]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S1390-85962022000200075</article-id>
<article-id pub-id-type="doi">10.17163/lgr.n36.2022.06</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Efecto del coeficiente teórico de descarga de vertederos sobre la medición de caudales en pequeños ríos Andinos]]></article-title>
<article-title xml:lang="en"><![CDATA[Effect of weir´s theoretical discharge coefficient on discharge measurements in small Andean streams]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Guallpa]]></surname>
<given-names><![CDATA[Mario]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Célleri]]></surname>
<given-names><![CDATA[Rolando]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Crespo]]></surname>
<given-names><![CDATA[Patricio]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,ETAPA EP  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Ecuador</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad de Cuenca  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Ecuador</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,Universidad de Cuenca  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Ecuador</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>02</month>
<year>2022</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>02</month>
<year>2022</year>
</pub-date>
<volume>36</volume>
<numero>2</numero>
<fpage>75</fpage>
<lpage>87</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://scielo.senescyt.gob.ec/scielo.php?script=sci_arttext&amp;pid=S1390-85962022000200075&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://scielo.senescyt.gob.ec/scielo.php?script=sci_abstract&amp;pid=S1390-85962022000200075&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://scielo.senescyt.gob.ec/scielo.php?script=sci_pdf&amp;pid=S1390-85962022000200075&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen Los Ecosistemas Andinos proveen importantes servicios hidrológicos para comunidades aguas abajo de los ríos. Debido a esta importancia, se han realizado varios estudios hidrológicos en los últimos años, con énfasis en la identificación de procesos hidrológicos e impactos de cambio de uso de la tierra. En estas investigaciones y para la operación de pequeños proyectos de riego y agua potable, los ríos de montaña se han equipado con vertederos compuestos de pared delgada para estimar los caudales. Para transformar el nivel de agua en caudal, las ecuaciones de los vertederos emplean coeficientes de descarga teóricos, los cuales no necesariamente se ajustan a las condiciones reales de campo, principalmente a la fluviomorfología del sitio y aspectos constructivos del vertedero, complicando sus mediciones. Por ello, este estudio analiza el efecto de utilizar coeficientes teóricos en lugar de coeficientes ajustados en campo. El estudio se realizó en 9 microcuencas (0,2&#8722;7,53km.) ubicadas en el Observatorio Ecohidrológico de Zhurucay, en el páramo del sur del Ecuador. Para calibrar los coeficientes, se generaron curvas de descarga mediante mediciones de dilución de sal y mecánicos. Los resultados revelaron que los coeficientes de descarga difieren de su valor teórico hasta en un 15% para vertederos de sección triangular (DCvn) y hasta un 25% para sección rectangular (DCr). El DCvn afecta 4 veces más en la estimación de caudales bajos y medios que el DCr en caudales altos. Por su parte, el aforo por dilución de sal es más preciso para caudales medios y altos, pero en caudales bajos, este sobrestima un 10%. En general, los resultados sugieren que es esencial ajustar los coeficientes en campo para evitar errores en diferentes estudios hidrológicos.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract Andean ecosystems provide important hydrological services for downstream communities. Due to this importance, several hydrological studies have been carried out in recent years, with emphasis on hydrological processes identification and land use change impacts. In several studies, but also for the operation of small-scale irrigation and drinking water projects, small streams have been equipped with compound, sharp-crested weirs for discharge estimation. To transform the water level (stage) into a discharge (water rate), weir equations use theoretical discharge coefficients, which do not necessarily apply under the actual field conditions, mainly site fluviomorphology and weir construction aspects, introducing uncertainty in their measurements. Therefore, this study analyzes the effect of using theoretical coefficients instead of adjusted coefficients in field. The study was conducted on 9 micro-catchments (0,2&#8722;7,53km.) located in the Zhurucay Ecohydrological Observatory in the paramo of southern Ecuador. To calibrate the coefficients, discharge curves were generated by mechanical and salt-dilution gauging methods. Results revealed that the discharge coefficients differed from their theoretical value by up to 15% for triangular (V-notch) weir section (DCvn) and by up to 41% for rectangular weir section (DCr). The DCvn affects 4 times more in low and medium discharges estimation than DCvn in high discharges. On the other hand, salt-dilution method is more precise for medium and high discharges, but at very low discharges, it overestimates discharge up to 10%. Overall, results suggest that it is essential to calibrate the discharge coefficients in the field to avoid errors in hydrological studies.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[Hidrología]]></kwd>
<kwd lng="es"><![CDATA[Andes Tropicales]]></kwd>
<kwd lng="es"><![CDATA[Monitoreo Hidrológico]]></kwd>
<kwd lng="es"><![CDATA[Aforos]]></kwd>
<kwd lng="es"><![CDATA[Ecuador]]></kwd>
<kwd lng="en"><![CDATA[Hydrology]]></kwd>
<kwd lng="en"><![CDATA[Tropical Andes]]></kwd>
<kwd lng="en"><![CDATA[Hydrological monitoring]]></kwd>
<kwd lng="en"><![CDATA[Gauging methods]]></kwd>
<kwd lng="en"><![CDATA[Ecuador]]></kwd>
</kwd-group>
</article-meta>
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