<?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>S2007-24222020000500344</article-id>
<article-id pub-id-type="doi">10.24850/j-tyca-2020-05-09</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Modelo hidrológico distribuido con imágenes GPM-IMERG en la cuenca del río Huaynamota, Nayarit, México]]></article-title>
<article-title xml:lang="en"><![CDATA[Distributed hydrologic model using GPM-IMERG images in the Huaynamota River Watershed, Nayarit, México]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Espinosa-López]]></surname>
<given-names><![CDATA[José Alberto]]></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[Arteaga-Ramírez]]></surname>
<given-names><![CDATA[Ramón]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Galeana-Pizaña]]></surname>
<given-names><![CDATA[José Mauricio]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma Chapingo  ]]></institution>
<addr-line><![CDATA[Texcoco ]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Autónoma Chapingo  ]]></institution>
<addr-line><![CDATA[Texcoco ]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,Universidad Autónoma Chapingo  ]]></institution>
<addr-line><![CDATA[Texcoco ]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af4">
<institution><![CDATA[,Consejo Nacional de Ciencia y Tecnología Centro de Investigación en Ciencias de Información Espacial A. C. Centro de Investigación en Geografía y Geomática &#8220;Ing. Jorge L. Tamayo&#8221;]]></institution>
<addr-line><![CDATA[Ciudad de México ]]></addr-line>
<country>México</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>10</month>
<year>2020</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>10</month>
<year>2020</year>
</pub-date>
<volume>11</volume>
<numero>5</numero>
<fpage>344</fpage>
<lpage>383</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-24222020000500344&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-24222020000500344&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-24222020000500344&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen En México es necesaria la explotación y el control de los recursos hídricos, ya sea para cubrir las diversas carestías o para protegerse del daño causado por eventos extremos. Esta investigación tuvo como objetivo modelar y calibrar los hidrogramas de una cuenca, calculados con datos de lluvia y medidos con imágenes de satélite GPM-IMERG en la cuenca del río Huaynamota, México, así como comparar los resultados con un modelo hidrológico alimentado con datos de lluvia de estaciones meteorológicas automáticas. Esta investigación se realizó en un tributario de la cuenca del río Huaynamota, el cual es parte de la región hidrológica Lerma-Chapala-Santiago. La cuenca se ubica en los estados de Zacatecas, Durango, Jalisco y Nayarit. Para el análisis de los hidrogramas a la salida de la cuenca se evaluaron eventos de lluvia máximos ocurridos en los periodos del 21 al 26 de julio de 2016, del 14 al 24 de agosto de 2017, y del 1° al 16 de septiembre de 2017. El modelo se desarrolló en HEC-HMS, con base en métodos como el número de curva de escurrimiento y el hidrograma unitario de Clark. La comparación de los hidrogramas medidos y aparentados mostró un buen ajuste de lo simulado con la realidad. En la mayoría de los eventos modelados, el coeficiente de Nash-Sutcliffe fue mayor a 0.5, que se considera aceptable. Se concluyó que la modelación hidrológica a partir de imágenes de satélites meteorológicos es una buena opción para su implementación en regiones donde se carece de datos de lluvia horaria medida con instrumentos en tierra.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract In Mexico, it is necessary to exploit water resources to cover different needs and to control them to prevent damage caused by extreme events. The objective of this study was to model and calibrate hydrographs calculated with rainfall data measured with GPM-IMERG satellite images in the Huaynamota River watershed and compare the results with a hydrological model fed rainfall data from automated meteorological stations. The research was conducted in a tributary of the Huaynamota River, which is part of the Lerma-Chapala-Santiago hydrological region. The watershed is located in the states of Zacatecas, Durango, Jalisco and Nayarit. For analysis of the hydrographs at the basin outlet, maximum rainfall events occurring in the periods July 21 to 26, 2016, August 14 to 24, 2017, and September 1 to 16, 2017, were evaluated. The model was developed in HEC-HMS, using methods such as the runoff curve number and the Clark unit hydrograph. Comparison of the measured and simulated hydrographs showed good fit of the simulation with reality. In most of the modeled events, the Nash-Sutcliffe coefficient was above 0.5, which is considered acceptable. We concluded that hydrological modeling using satellite meteorological images is a good option that can be implemented in regions where hourly rainfall data gauged with land instruments are not available.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[imagen de satélite para lluvia GPM-IMERG]]></kwd>
<kwd lng="es"><![CDATA[hidrograma unitario de Clark]]></kwd>
<kwd lng="es"><![CDATA[modelo distribuido]]></kwd>
<kwd lng="es"><![CDATA[modelo agregado]]></kwd>
<kwd lng="en"><![CDATA[Rainfall GPM-IMERG satellite images]]></kwd>
<kwd lng="en"><![CDATA[Clark unit hydrograph]]></kwd>
<kwd lng="en"><![CDATA[distributed model]]></kwd>
<kwd lng="en"><![CDATA[lumped model]]></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[Bedient]]></surname>
<given-names><![CDATA[P. B.]]></given-names>
</name>
<name>
<surname><![CDATA[Huber]]></surname>
<given-names><![CDATA[W. C.]]></given-names>
</name>
<name>
<surname><![CDATA[Vieux]]></surname>
<given-names><![CDATA[B. E.]]></given-names>
</name>
</person-group>
<source><![CDATA[Hydrology and floodplain analysis]]></source>
<year>2013</year>
<edition>5th</edition>
<publisher-loc><![CDATA[New York, USA ]]></publisher-loc>
<publisher-name><![CDATA[Pearson]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B2">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Chow]]></surname>
<given-names><![CDATA[V. T.]]></given-names>
</name>
<name>
<surname><![CDATA[Maidment]]></surname>
<given-names><![CDATA[D. R.]]></given-names>
</name>
<name>
<surname><![CDATA[Mays]]></surname>
<given-names><![CDATA[L. W.]]></given-names>
</name>
</person-group>
<source><![CDATA[Applied hydrology]]></source>
<year>1988</year>
<publisher-loc><![CDATA[New York, USA ]]></publisher-loc>
<publisher-name><![CDATA[McGraw-Hill]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B3">
<nlm-citation citation-type="">
<collab>Comisión Federal de Electricidad</collab>
<source><![CDATA[Sistema de Monitoreo de Cuencas de CFE]]></source>
<year>2018</year>
</nlm-citation>
</ref>
<ref id="B4">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Domínguez]]></surname>
<given-names><![CDATA[M. R.]]></given-names>
</name>
<name>
<surname><![CDATA[Esquivel]]></surname>
<given-names><![CDATA[G. G.]]></given-names>
</name>
<name>
<surname><![CDATA[Méndez]]></surname>
<given-names><![CDATA[A. B.]]></given-names>
</name>
<name>
<surname><![CDATA[Mendoza]]></surname>
<given-names><![CDATA[R. A.]]></given-names>
</name>
<name>
<surname><![CDATA[Arganis]]></surname>
<given-names><![CDATA[J. M. L.]]></given-names>
</name>
<name>
<surname><![CDATA[Carrioza]]></surname>
<given-names><![CDATA[E. E.]]></given-names>
</name>
</person-group>
<source><![CDATA[Manual del modelo para pronóstico de escurrimiento]]></source>
<year>2008</year>
<publisher-loc><![CDATA[Ciudad de Mexico, México ]]></publisher-loc>
<publisher-name><![CDATA[Instituto de Ingeniería, Universidad Nacional Autónoma de México]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B5">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Huffman]]></surname>
<given-names><![CDATA[G. J.]]></given-names>
</name>
<name>
<surname><![CDATA[Bolvin]]></surname>
<given-names><![CDATA[D. T.]]></given-names>
</name>
<name>
<surname><![CDATA[Nelkin]]></surname>
<given-names><![CDATA[E. J.]]></given-names>
</name>
</person-group>
<source><![CDATA[Integrated multi-satellite retrievals for GPM (IMERG) Technical documentation]]></source>
<year>2017</year>
<publisher-loc><![CDATA[Purdue, USA ]]></publisher-loc>
<publisher-name><![CDATA[National Aeronautics and Space Administration]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B6">
<nlm-citation citation-type="">
<collab>Instituto Nacional de Estadística y Geografía</collab>
<source><![CDATA[Conjunto de datos vectoriales de uso de suelo y vegetación. Serie V]]></source>
<year>2017</year>
<month>a</month>
</nlm-citation>
</ref>
<ref id="B7">
<nlm-citation citation-type="">
<collab>Instituto Nacional de Estadística y Geografía</collab>
<source><![CDATA[Conjunto de datos vectoriales edafológico. Serie II]]></source>
<year>2017</year>
<month>b</month>
</nlm-citation>
</ref>
<ref id="B8">
<nlm-citation citation-type="">
<collab>Instituto Nacional de Estadística y Geografía</collab>
<source><![CDATA[Continuo de elevaciones mexicano 3.0 (CEM 3.0)]]></source>
<year>2017</year>
<month>c</month>
</nlm-citation>
</ref>
<ref id="B9">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Ioannidou]]></surname>
<given-names><![CDATA[M. P.]]></given-names>
</name>
<name>
<surname><![CDATA[Kalogiros]]></surname>
<given-names><![CDATA[J. A.]]></given-names>
</name>
<name>
<surname><![CDATA[Stavrakis]]></surname>
<given-names><![CDATA[A. K.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Comparison of the TRMM precipitation radar rainfall estimation with ground-based disdrometer and radar measurements in South Greece]]></article-title>
<source><![CDATA[Atmospheric Research]]></source>
<year>2016</year>
<volume>181</volume>
<page-range>172-85</page-range></nlm-citation>
</ref>
<ref id="B10">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Kull]]></surname>
<given-names><![CDATA[D. W.]]></given-names>
</name>
<name>
<surname><![CDATA[Feldman]]></surname>
<given-names><![CDATA[A. D.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Evolution of Clark&#8217;s unit graph method to spatially distributed runoff]]></article-title>
<source><![CDATA[Journal of Hydrologic Engineering]]></source>
<year>1998</year>
<volume>3</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>9-19</page-range></nlm-citation>
</ref>
<ref id="B11">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Magaña-Hernández]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Ba]]></surname>
<given-names><![CDATA[K. M.]]></given-names>
</name>
<name>
<surname><![CDATA[Guerra-Cobián]]></surname>
<given-names><![CDATA[V. H.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Estimación del hidrograma de crecientes con modelacion determinística y precipitación derivada de radar]]></article-title>
<source><![CDATA[Agrociencia]]></source>
<year>2013</year>
<volume>47</volume>
<numero>8</numero>
<issue>8</issue>
<page-range>739-52</page-range></nlm-citation>
</ref>
<ref id="B12">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[McCuen]]></surname>
<given-names><![CDATA[R. H.]]></given-names>
</name>
<name>
<surname><![CDATA[Wong]]></surname>
<given-names><![CDATA[S. L.]]></given-names>
</name>
<name>
<surname><![CDATA[Rawls]]></surname>
<given-names><![CDATA[W. J.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Estimating urban time of concentration]]></article-title>
<source><![CDATA[Journal of Hydraulic Engineering]]></source>
<year>1984</year>
<volume>110</volume>
<numero>7</numero>
<issue>7</issue>
<page-range>887-1002</page-range></nlm-citation>
</ref>
<ref id="B13">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Méndez-Antonio]]></surname>
<given-names><![CDATA[B.]]></given-names>
</name>
<name>
<surname><![CDATA[Caetano]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<name>
<surname><![CDATA[Soto-Cortés]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
<name>
<surname><![CDATA[Rivera-Trejo]]></surname>
<given-names><![CDATA[F. G.]]></given-names>
</name>
<name>
<surname><![CDATA[Carvajal Rodríguez]]></surname>
<given-names><![CDATA[R. A.]]></given-names>
</name>
<name>
<surname><![CDATA[Watts]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Weather radar data and distributed hydrological modelling: An application for Mexico Valley]]></article-title>
<source><![CDATA[Open Journal of Modern Hydrology]]></source>
<year>2013</year>
<volume>3</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>79-88</page-range></nlm-citation>
</ref>
<ref id="B14">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Méndez]]></surname>
<given-names><![CDATA[A. B.]]></given-names>
</name>
<name>
<surname><![CDATA[Soto-Cortés]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
<name>
<surname><![CDATA[Rivera-Trejo]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Caetano]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Modelación hidrológica distribuida apoyada en radares meteorológicos]]></article-title>
<source><![CDATA[Tecnología y ciencias del agua]]></source>
<year>2014</year>
<volume>5</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>83-101</page-range></nlm-citation>
</ref>
<ref id="B15">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Moriasi]]></surname>
<given-names><![CDATA[D. N.]]></given-names>
</name>
<name>
<surname><![CDATA[Arnold]]></surname>
<given-names><![CDATA[J. G.]]></given-names>
</name>
<name>
<surname><![CDATA[Van Liew]]></surname>
<given-names><![CDATA[M. W.]]></given-names>
</name>
<name>
<surname><![CDATA[Bingner]]></surname>
<given-names><![CDATA[R. L.]]></given-names>
</name>
<name>
<surname><![CDATA[Harmel]]></surname>
<given-names><![CDATA[R. D.]]></given-names>
</name>
<name>
<surname><![CDATA[Veith]]></surname>
<given-names><![CDATA[T. L.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Model evaluation guidelines for systematic quantification of accuracy in watershed simulations]]></article-title>
<source><![CDATA[American Society of Agricultural and Biological Engineers]]></source>
<year>2007</year>
<volume>50</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>885-900</page-range></nlm-citation>
</ref>
<ref id="B16">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Nash]]></surname>
<given-names><![CDATA[J. E.]]></given-names>
</name>
<name>
<surname><![CDATA[Sutcliffe]]></surname>
<given-names><![CDATA[J. V.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[River forecasting trough conceptual models. Part 1 - A discussion of principles]]></article-title>
<source><![CDATA[Journal of Hydrology]]></source>
<year>1970</year>
<volume>10</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>282-90</page-range></nlm-citation>
</ref>
<ref id="B17">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Olivera]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Maidment]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Geographic information systems (GIS)-based spatially dustributed model for runoff routing]]></article-title>
<source><![CDATA[Water Resources Research]]></source>
<year>1999</year>
<volume>35</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>1155-64</page-range></nlm-citation>
</ref>
<ref id="B18">
<nlm-citation citation-type="journal">
<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>
<article-title xml:lang=""><![CDATA[Runoff curve number: Has it reached maturity?]]></article-title>
<source><![CDATA[Journal of Hydrologic Engineering]]></source>
<year>1996</year>
<volume>1</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>11-9</page-range></nlm-citation>
</ref>
<ref id="B19">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Sithara]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[GIS based Runoff estimation using NRCS method and time-area method]]></article-title>
<source><![CDATA[Scientific &amp; Engineering Research]]></source>
<year>2015</year>
<volume>5</volume>
<numero>7</numero>
<issue>7</issue>
<page-range>306-12</page-range></nlm-citation>
</ref>
<ref id="B20">
<nlm-citation citation-type="book">
<collab>United States Army Corps of Engineers</collab>
<source><![CDATA[HEC-1 Training document No.15]]></source>
<year>1982</year>
<publisher-loc><![CDATA[California, USA ]]></publisher-loc>
<publisher-name><![CDATA[United States Army Corps of Engineers]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B21">
<nlm-citation citation-type="book">
<collab>United States Army Corps of Engineers</collab>
<source><![CDATA[Hydrologic Modeling System-HEC-HMS: Technical Reference Manual]]></source>
<year>2000</year>
<publisher-loc><![CDATA[Washington, DC, USA ]]></publisher-loc>
<publisher-name><![CDATA[United States Army Corps of Engineers]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B22">
<nlm-citation citation-type="">
<collab>United States Army Corps of Engineers</collab>
<source><![CDATA[HEC-GeoHMS geospatial hydrologic modelling extension: user&#8217;s manual version 4.2. User&#8217;s manual-version 10.1]]></source>
<year>2013</year>
</nlm-citation>
</ref>
<ref id="B23">
<nlm-citation citation-type="">
<collab>United States Army Corps of Engineers</collab>
<source><![CDATA[HEC-HMS user&#8217;s manual version 4.1]]></source>
<year>2015</year>
</nlm-citation>
</ref>
<ref id="B24">
<nlm-citation citation-type="">
<collab>United States Army Corps of Engineers</collab>
<source><![CDATA[Workshop: Application of HEC-HMS using gridded precipitation in watersheds outside of the United States]]></source>
<year>2016</year>
</nlm-citation>
</ref>
<ref id="B25">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Vargas-Castañeda]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
<name>
<surname><![CDATA[Ibáñez-Castillo]]></surname>
<given-names><![CDATA[L. A.]]></given-names>
</name>
<name>
<surname><![CDATA[Arteaga-Ramírez]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Development, classification and trends in rainfall-runoff modeling]]></article-title>
<source><![CDATA[Ingeniería Agrícola y Biosistemas]]></source>
<year>2015</year>
<volume>7</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>5-21</page-range></nlm-citation>
</ref>
<ref id="B26">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Vieux]]></surname>
<given-names><![CDATA[B.]]></given-names>
</name>
</person-group>
<source><![CDATA[Distributed hydrologic modeling using GIS. Water Science and Technology Library. Book 48]]></source>
<year>2004</year>
<edition>2nd</edition>
<publisher-loc><![CDATA[New York, USA ]]></publisher-loc>
<publisher-name><![CDATA[Springer]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B27">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Zubieta]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Getirana]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Espinoza]]></surname>
<given-names><![CDATA[J. C.]]></given-names>
</name>
<name>
<surname><![CDATA[Lavado-Casimiro]]></surname>
<given-names><![CDATA[W.]]></given-names>
</name>
<name>
<surname><![CDATA[Aragon]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Hydrological modeling of the Peruvian-Ecuadorian Amazon Basin using GPM-IMERG satellite-based precipitation dataset]]></article-title>
<source><![CDATA[Hydrology and Earth System Sciences]]></source>
<year>2017</year>
<volume>21</volume>
<numero>7</numero>
<issue>7</issue>
<page-range>3543-55</page-range></nlm-citation>
</ref>
<ref id="B28">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Zubieta]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Laqui]]></surname>
<given-names><![CDATA[W.]]></given-names>
</name>
<name>
<surname><![CDATA[Lavado]]></surname>
<given-names><![CDATA[W.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Modelación hidrológica de la cuenca del río Ilave a partir de datos de precipitación observada y de satélite, periodo 2011-2015, Puno, Perú]]></article-title>
<source><![CDATA[Tecnología y ciencias del agua]]></source>
<year>2018</year>
<volume>9</volume>
<numero>5</numero>
<issue>5</issue>
<page-range>85-105</page-range></nlm-citation>
</ref>
</ref-list>
</back>
</article>
