<?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>2448-8402</journal-id>
<journal-title><![CDATA[Ensayos. Revista de economía]]></journal-title>
<abbrev-journal-title><![CDATA[Ens. Rev. econ.]]></abbrev-journal-title>
<issn>2448-8402</issn>
<publisher>
<publisher-name><![CDATA[Universidad Autónoma de Nuevo León, a través de la Facultad de Economía con la colaboración del Centro de Investigaciones Económicas]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S2448-84022022000200135</article-id>
<article-id pub-id-type="doi">10.29105/ensayos41.2-2</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Optimización dinámica aplicada al acuífero de San Luis Potosí]]></article-title>
<article-title xml:lang="en"><![CDATA[Dynamic optimization applied to the San Luis Potosi aquifer]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Plata Pérez]]></surname>
<given-names><![CDATA[Leobardo Pedro]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Rangel Sánchez]]></surname>
<given-names><![CDATA[Noraima Eréndira]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[González Ramírez]]></surname>
<given-names><![CDATA[Pedro Isidoro]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma de San Luis Potosí  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>00</month>
<year>2022</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>00</month>
<year>2022</year>
</pub-date>
<volume>41</volume>
<numero>2</numero>
<fpage>135</fpage>
<lpage>168</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2448-84022022000200135&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2448-84022022000200135&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2448-84022022000200135&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen Este trabajo usa teoría de control óptimo para determinar el nivel de extracción de agua, de un acuífero, de manera racional. La función objetivo evalúa el valor presente del beneficio social neto de la explotación a lo largo del tiempo. En el beneficio intervienen la demanda y los costos de suministrar agua. La restricción representa la dinámica de la cantidad de agua en el acuífero, dependiendo de los niveles extracción y recarga. El modelo se aplica al acuífero 2411 de San Luis Potosí utilizando información empírica del consumo de agua de la población perteneciente a la zona conurbada de la capital del estado. La condición inicial se deja como parámetro para analizar la posibilidad tanto de óptimo interior como de óptimo de esquina. El óptimo interior recomienda un nivel de extracción de 42,854 miles de metros cúbicos y un precio de 0.00003658 pesos por metro cúbico de agua. El acuífero se encuentra actualmente muy sobreexplotado. Para mantener la sustentabilidad del acuífero se recomienda revisar la normativa de las tarifas y mejorar la micro medición de los consumos para construir un modelo más preciso.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract Optimal control theory is used to determine the level of water extraction, from an aquifer, in a rational way. The exploitation of the aquifer generates a net social benefit that represents the objective function. The benefit involves the demand and the costs of supplying water. The restriction represents the dynamics of the amount of water in the aquifer, depending on the levels of extraction and recharge. The model is calibrated with data on the 2411 aquifer of San Luis Potosi. Empirical information on water consumption of the population belonging to the metropolitan area of the state capital. The initial condition is left as a parameter in order to study the possibility of both an interior solution or a corner solution. The optimum interior recommends an extraction level of 42.854 thousand cubic meters and a price of 0.00003658 pesos per cubic meter of water. The aquifer is currently highly overexploited. To maintain the sustainability of the aquifer, it is recommended to review the tariff regulations and improve the micro measurement of consumption to build a more accurate model.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[D24]]></kwd>
<kwd lng="es"><![CDATA[C51]]></kwd>
<kwd lng="es"><![CDATA[C61]]></kwd>
<kwd lng="es"><![CDATA[Q21]]></kwd>
<kwd lng="es"><![CDATA[Q25]]></kwd>
<kwd lng="es"><![CDATA[extracción óptima de agua]]></kwd>
<kwd lng="es"><![CDATA[administración de acuíferos]]></kwd>
<kwd lng="es"><![CDATA[optimización dinámica]]></kwd>
<kwd lng="es"><![CDATA[demanda de agua]]></kwd>
<kwd lng="es"><![CDATA[costos de extracción de agua]]></kwd>
<kwd lng="es"><![CDATA[tarificación]]></kwd>
<kwd lng="es"><![CDATA[San Luis Potosí]]></kwd>
<kwd lng="en"><![CDATA[D24]]></kwd>
<kwd lng="en"><![CDATA[C51]]></kwd>
<kwd lng="en"><![CDATA[C61]]></kwd>
<kwd lng="en"><![CDATA[Q21]]></kwd>
<kwd lng="en"><![CDATA[Q25]]></kwd>
<kwd lng="en"><![CDATA[Optimal water extraction]]></kwd>
<kwd lng="en"><![CDATA[Aquifer management]]></kwd>
<kwd lng="en"><![CDATA[Dynamic optimization]]></kwd>
<kwd lng="en"><![CDATA[Demand for water]]></kwd>
<kwd lng="en"><![CDATA[Water extraction costs]]></kwd>
<kwd lng="en"><![CDATA[Pricing]]></kwd>
<kwd lng="en"><![CDATA[San Luis Potosi]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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