<?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>0016-7169</journal-id>
<journal-title><![CDATA[Geofísica internacional]]></journal-title>
<abbrev-journal-title><![CDATA[Geofís. Intl]]></abbrev-journal-title>
<issn>0016-7169</issn>
<publisher>
<publisher-name><![CDATA[Universidad Nacional Autónoma de México, Instituto de Geofísica]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S0016-71692005000300283</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[Vulnerability to contamination of the Zaachila aquifer, Oaxaca, México]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Belmonte-Jiménez]]></surname>
<given-names><![CDATA[S. I.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
<xref ref-type="aff" rid="Aaf"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Campos-Enríquez]]></surname>
<given-names><![CDATA[J. O.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Alatorre-Zamora]]></surname>
<given-names><![CDATA[M. A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,UNAM Posgrado en Ciencias de la Tierra ]]></institution>
<addr-line><![CDATA[México D. F.]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Instituto Politécnico Nacional CIIDIR-Oaxaca ]]></institution>
<addr-line><![CDATA[Xoxocotlán Oaxaca]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,UNAM Instituto de Geofísica ]]></institution>
<addr-line><![CDATA[México D. F.]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af4">
<institution><![CDATA[,Universidad de Guadalajara Div. de Ciencias Básicas Dpto. de Física]]></institution>
<addr-line><![CDATA[ Jal]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>09</month>
<year>2005</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>09</month>
<year>2005</year>
</pub-date>
<volume>44</volume>
<numero>3</numero>
<fpage>283</fpage>
<lpage>300</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S0016-71692005000300283&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S0016-71692005000300283&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S0016-71692005000300283&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[ABSTRACT The aquifer of Zaachila was evaluated following conventional methods (DRASTIC, AVI, and GOD). Depth to the water table was established from a set of wells. Accordingly, the groundwater flows from N to S. Hydraulic conductivity ranges be-tween 1.81647E-05 and 1.70411E-04 m/s, while transmissivity varies between 22.01 and 220.85 m2/day. The net mean annual recharge was estimated at 98 mm/year. The aquifer is constituted mainly by sand, gravel and clay. The soil cover is up to 1.5 m thick and is constituted by lime, clay and sandy material. According to GOD, some zones of this aquifer have a medium to high vulnerability. DRASTIC assigns a high vulnerability to large part of the area. The highest values are observed in the southern and middle sections, from Oaxaca city to the south including San Bartolo Coyotepec, as well as Zaachila town and airport. The AVI method assigns to the valley a high to very high vulnerability. A sensitivity analysis suggests that depth to water table is the key factor determining vulnerability, followed by impact to the vadose zone and soil type.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[RESUMEN El acuífero del valle de Zaachila fue evaluado usando los métodos convencionales DRASTIC, AVI, y GOD. La profundidad al nivel freático fue monitoreada y determinada a partir de un sistema de pozos. La dirección preferencial del agua subterránea es de N a S. La conductividad hidráulica varía en un rango de 1.81647E-05 a 1.70411E-04 m/s, mientras que la transmisividad se encuentra entre 22.01 y 220.85 m2/día. La recarga anual neta fue estimada en 98 mm/año. El acuífero está constituido principalmente por arena, grava y diferentes contenidos de arcilla. El espesor del suelo es en algunos sitios hasta de 1.5 m y está constituido por limos, arcilla y material arenoso. Según GOD, existen algunas zonas del acuífero con valores de media a alta vulnerabilidad. DRASTIC asigna una alta vulnerabilidad a la mayor parte del área. Los valores más altos se observan en las zonas meridionales y centrales del área, de la ciudad de Oaxaca hacia el sur incluyendo San Bartolo Coyotepec, así como la población de Zaachila y el aeropuerto. AVI asigna al valle valores de alta a muy alta vulnerabilidad. El análisis de sensibilidad indica que la profundidad al nivel freático es el principal parámetro que influye en la determinación de la vulnerabilidad, seguida por el impacto a la zona vadosa y el tipo del suelo.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[Vulnerabilidad]]></kwd>
<kwd lng="es"><![CDATA[contaminación]]></kwd>
<kwd lng="es"><![CDATA[acuífero]]></kwd>
<kwd lng="es"><![CDATA[Zaachila]]></kwd>
<kwd lng="en"><![CDATA[Vulnerability]]></kwd>
<kwd lng="en"><![CDATA[contamination]]></kwd>
<kwd lng="en"><![CDATA[aquifer]]></kwd>
<kwd lng="en"><![CDATA[Zaachila]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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