<?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>1680-0338</journal-id>
<journal-title><![CDATA[Ingeniería Hidráulica y Ambiental]]></journal-title>
<abbrev-journal-title><![CDATA[riha]]></abbrev-journal-title>
<issn>1680-0338</issn>
<publisher>
<publisher-name><![CDATA[Centro de Investigaciones Hidráulicas (CIH). Facultad de Ingeniería Civil. Universidad Tecnológica de La Habana "José A. Hecheverría" CUJAE]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S1680-03382019000100032</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Bombeo óptimo de los pozos del sistema de abasto El Gato]]></article-title>
<article-title xml:lang="en"><![CDATA[Optimal pumping of wells in El Gato water supply system]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Recio-Villa]]></surname>
<given-names><![CDATA[Iosvany Alberto]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Sandoval-Perdomo]]></surname>
<given-names><![CDATA[Haymelis]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Martínez-Rodríguez]]></surname>
<given-names><![CDATA[José Bienvenido]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Rodríguez-Rodríguez]]></surname>
<given-names><![CDATA[Alberto]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Tecnológica de la Habana &#8220;José Antonio Echeverría&#8221;  ]]></institution>
<addr-line><![CDATA[ La Habana]]></addr-line>
<country>Cuba</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Estatal del Sur de Manabí  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Ecuador</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>04</month>
<year>2019</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>04</month>
<year>2019</year>
</pub-date>
<volume>40</volume>
<numero>1</numero>
<fpage>32</fpage>
<lpage>46</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://scielo.sld.cu/scielo.php?script=sci_arttext&amp;pid=S1680-03382019000100032&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://scielo.sld.cu/scielo.php?script=sci_abstract&amp;pid=S1680-03382019000100032&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://scielo.sld.cu/scielo.php?script=sci_pdf&amp;pid=S1680-03382019000100032&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[RESUMEN El suministro de agua mediante estaciones de bombeo implica un alto costo energético que a largo plazo se convierte en el mayor costo de operación. En este trabajo se aplica un modelo de optimización para desarrollar una propuesta de operación del sistema fuente de abasto de agua del acueducto El Gato con el objetivo de minimizar el costo de energía eléctrica. El resultado principal consiste en establecer un esquema operacional del acueducto que minimice el costo de energía eléctrica para un periodo de 168 horas. Como resultados prácticos de la aplicación del modelo se obtienen el costo y consumo de energía eléctrica y un cronograma de operación que define la secuencia de encendido y apagado de cada estación de bombeo.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[ABSTRACT Water supply through pumping stations implies a high energy cost which in the long run becomes the highest operating cost. In this work, an optimization model is applied to develop a proposal for the operation of the water supply system ¨El Gato¨ for minimizing the cost of electric energy. The main result consists of establishing an operational scheme that minimizes the electric energy cost for a period of 168 hours. As practical results of the application of the model, the cost and consumption of electric energy and an operation schedule that defines the sequence of turning on and off of each pumping station are obtained.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[abasto de agua]]></kwd>
<kwd lng="es"><![CDATA[algoritmos genéticos]]></kwd>
<kwd lng="es"><![CDATA[costos de bombeo]]></kwd>
<kwd lng="es"><![CDATA[optimización]]></kwd>
<kwd lng="en"><![CDATA[water supply]]></kwd>
<kwd lng="en"><![CDATA[genetic algorithms]]></kwd>
<kwd lng="en"><![CDATA[pumping costs]]></kwd>
<kwd lng="en"><![CDATA[optimization]]></kwd>
</kwd-group>
</article-meta>
</front><back>
<ref-list>
<ref id="B1">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Abiodun]]></surname>
<given-names><![CDATA[F.T]]></given-names>
</name>
<name>
<surname><![CDATA[Ismail]]></surname>
<given-names><![CDATA[F.S]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Pump scheduling optimization model for water supply systemusing AWGA]]></article-title>
<source><![CDATA[Symposium on Computers and Informatics]]></source>
<year>2013</year>
<volume>9</volume>
<numero>13</numero>
<issue>13</issue>
<page-range>4799-890</page-range><publisher-loc><![CDATA[Langkawi, Malasia ]]></publisher-loc>
<publisher-name><![CDATA[IEEE]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B2">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Bosch]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
<name>
<surname><![CDATA[Recio]]></surname>
<given-names><![CDATA[I. A]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Calibración y simulación del sistema fuente para abasto de agua del acueducto El Gato]]></article-title>
<source><![CDATA[Ingeniería Hidráulica y Ambiental]]></source>
<year>2014</year>
<volume>35</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>101-15</page-range><publisher-loc><![CDATA[La Habana ]]></publisher-loc>
<publisher-name><![CDATA[Instituto Superior Politécnico José Antonio Echeverría (CUJAE)]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B3">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Giacomello]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Kapelan]]></surname>
<given-names><![CDATA[Z.]]></given-names>
</name>
<name>
<surname><![CDATA[Nicolini]]></surname>
<given-names><![CDATA[M]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Fast hybrid optimization method for effective pump scheduling]]></article-title>
<source><![CDATA[Journal of Water Resources Planning and Management]]></source>
<year>2012</year>
<volume>3</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>1-34</page-range><publisher-loc><![CDATA[USA ]]></publisher-loc>
<publisher-name><![CDATA[ASCE]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B4">
<nlm-citation citation-type="book">
<source><![CDATA[Determinación de la demanda de agua potable en poblaciones con sistemas de acueductos no rehabilitados]]></source>
<year>2016</year>
<publisher-loc><![CDATA[Cuba ]]></publisher-loc>
<publisher-name><![CDATA[Instituto Nacional de Recursos Hidráulicos (INRH), Gaceta Oficial de la República de Cuba]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B5">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Hajji]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Fares]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Glover]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Driss]]></surname>
<given-names><![CDATA[O]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Water pump scheduling system using scatter search, tabu search and neural networks-the case of Bouregreg water system in Morocco]]></article-title>
<source><![CDATA[World Environmental and Water Resources Congress]]></source>
<year>2010</year>
<volume>371</volume>
<numero>92</numero>
<issue>92</issue>
<page-range>822-32</page-range><publisher-loc><![CDATA[Providence, Rhode Island, USA ]]></publisher-loc>
<publisher-name><![CDATA[ASCE]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B6">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Lansey]]></surname>
<given-names><![CDATA[K.E.]]></given-names>
</name>
<name>
<surname><![CDATA[Awumah]]></surname>
<given-names><![CDATA[K]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Optimal pump operations considering pump switches]]></article-title>
<source><![CDATA[Journal of Water Resources Planning and Management]]></source>
<year>1994</year>
<volume>120</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>17-35</page-range><publisher-loc><![CDATA[USA ]]></publisher-loc>
<publisher-name><![CDATA[ASCE]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B7">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[McCormick]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
<name>
<surname><![CDATA[Powell]]></surname>
<given-names><![CDATA[R. S]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Optimal pump scheduling in water supply systems with maximum demand charges]]></article-title>
<source><![CDATA[Journal of Water Resources Planning and Management]]></source>
<year>2003</year>
<volume>129</volume>
<numero>5</numero>
<issue>5</issue>
<page-range>372-9</page-range><publisher-loc><![CDATA[USA ]]></publisher-loc>
<publisher-name><![CDATA[ASCE]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B8">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Ormsbee]]></surname>
<given-names><![CDATA[L. E.]]></given-names>
</name>
<name>
<surname><![CDATA[Walski]]></surname>
<given-names><![CDATA[T. M.]]></given-names>
</name>
<name>
<surname><![CDATA[Chase]]></surname>
<given-names><![CDATA[D. V.]]></given-names>
</name>
<name>
<surname><![CDATA[Sharp]]></surname>
<given-names><![CDATA[W.W]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Methodology for improving pump operation efficiency]]></article-title>
<source><![CDATA[Journal of Water Resources Planning and Management]]></source>
<year>1989</year>
<volume>115</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>148-64</page-range><publisher-loc><![CDATA[USA ]]></publisher-loc>
<publisher-name><![CDATA[ASCE]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B9">
<nlm-citation citation-type="confpro">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Pasha]]></surname>
<given-names><![CDATA[M.F.K.]]></given-names>
</name>
<name>
<surname><![CDATA[Lansey]]></surname>
<given-names><![CDATA[K]]></given-names>
</name>
</person-group>
<source><![CDATA[Optimal pump scheduling by linear programming]]></source>
<year>2009</year>
<conf-name><![CDATA[ World Environmental and Water Resources Congress: Great Rivers]]></conf-name>
<conf-loc> </conf-loc>
<page-range>395-404</page-range><publisher-loc><![CDATA[Kansas City, Missouri, USA ]]></publisher-loc>
<publisher-name><![CDATA[ASCE]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B10">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Sakarya]]></surname>
<given-names><![CDATA[A.B.A.]]></given-names>
</name>
<name>
<surname><![CDATA[Mays]]></surname>
<given-names><![CDATA[L.W]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Optimal operation of water distribution pumps considering water quality]]></article-title>
<source><![CDATA[Journal of Water Resources Planning and Management]]></source>
<year>2000</year>
<volume>126</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>210-20</page-range><publisher-loc><![CDATA[USA ]]></publisher-loc>
<publisher-name><![CDATA[ASCE]]></publisher-name>
</nlm-citation>
</ref>
</ref-list>
</back>
</article>
