<?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>0122-3461</journal-id>
<journal-title><![CDATA[Ingeniería y Desarrollo]]></journal-title>
<abbrev-journal-title><![CDATA[Ing. Desarro.]]></abbrev-journal-title>
<issn>0122-3461</issn>
<publisher>
<publisher-name><![CDATA[Fundación Universidad del Norte]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S0122-34612024000100001</article-id>
<article-id pub-id-type="doi">10.14482/inde.42.01.001.414</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Tratamiento de efluentes domésticos con lagunas de alta tasa, evaluación del arranque con dos porcentajes de inóculo]]></article-title>
<article-title xml:lang="en"><![CDATA[Treatment of domestic sewage with high rate algal ponds, evaluation of startup with two percentages of inoculation]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[SÁNCHEZ ORTIZ]]></surname>
<given-names><![CDATA[IVÁN ANDRÉS]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[CALIJURI]]></surname>
<given-names><![CDATA[MARÍA LUCIA]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[XAVIER BASTOS]]></surname>
<given-names><![CDATA[RAFAEL KOPSCHITZ]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[BARBOSA SALES DE MAGALHÃES]]></surname>
<given-names><![CDATA[ADRIANA]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[BADIM BEPLER]]></surname>
<given-names><![CDATA[JANDERSON]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[MARQUES BESSAS]]></surname>
<given-names><![CDATA[MARIANA]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[RODRIGUES COELHO]]></surname>
<given-names><![CDATA[FERNANDO]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[ALVES GOMES SILVA]]></surname>
<given-names><![CDATA[JOÃO VICTOR]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad de Nariño Departamento de Recursos Hidrobiológicos ]]></institution>
<addr-line><![CDATA[Pasto Nariño]]></addr-line>
<country>Colombia</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidade Federal de Viçosa Departamento de Engenharia Civil ]]></institution>
<addr-line><![CDATA[Viçosa Minas Gerais]]></addr-line>
<country>Brazil</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,Universidade Federal de Viçosa Departamento de Engenharia Civil ]]></institution>
<addr-line><![CDATA[Viçosa, Minas Gerais]]></addr-line>
<country>Brazil</country>
</aff>
<aff id="Af4">
<institution><![CDATA[,Centro Universitário de Caratinga (UNEC)  ]]></institution>
<addr-line><![CDATA[Caratinga Minas Gerais]]></addr-line>
<country>Brazil</country>
</aff>
<aff id="Af5">
<institution><![CDATA[,Universidade Federal de Viçosa (UFV)  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Brazil</country>
</aff>
<aff id="Af6">
<institution><![CDATA[,Universidade Federal de Viçosa Departamento de Engenharia Civil ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Brazil</country>
</aff>
<aff id="Af7">
<institution><![CDATA[,Universidade Federal de Viçosa Departamento de Engenharia Civil ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Brazil</country>
</aff>
<aff id="Af8">
<institution><![CDATA[,Universidade Federal de Viçosa Departamento de Engenharia Civil ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Brazil</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>06</month>
<year>2024</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>06</month>
<year>2024</year>
</pub-date>
<volume>42</volume>
<numero>1</numero>
<fpage>1</fpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_arttext&amp;pid=S0122-34612024000100001&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_abstract&amp;pid=S0122-34612024000100001&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_pdf&amp;pid=S0122-34612024000100001&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen El objetivo de esta investigación fue evaluar el efecto de dos porcentajes de inóculo utilizados para el arranque de lagunas de alta tasa (LAT ) en el postratamiento de efluentes de tanque séptico. Las lagunas LAT1 y LAT2 se inocularon sustituyendo, respectivamente, 3,25 y 6,50 % del volumen efectivo con líquido proveniente de una LAT operada con tiempo de retención hidráulica de ocho días. Durante siete días consecutivos se midieron las variables nitrógeno orgánico (NO), nitrógeno amoniacal total (NAT), fósforo total (PT), demanda química de oxígeno (DQO) y clorofila-a; se cuantificó y caracterizó el fitoplancton. Las concentraciones de clorofila-&#945; en la LAT1 variaron entre 451,2 y 1802,2 &#956;g/L y en la LAT2 entre 339,1 y 2194,7 &#956;g/L, las densidades finales de fitoplancton fueron, respectivamente, de 683 200 y 5 535.130 organismos/mL, con presencia de individuos de las clases Chlorophyceae, Cryptophyceae y Euglenophyceae en ambas lagunas. Las eficiencias de remoción calculadas para las LAT1 y LAT2 fueron, respectivamente: NO: 37,1 y 51,6 %; NAT: 89,6 y 97,3 %; PT: 30,4 y 30,3 %; DQO: -1,3 y -53,2 %; E. coli: 1,495 y 2,398 unidades Log. La inoculación favoreció el rápido desarrollo de comunidades fitoplanctónicas, con mejores resultados en la remoción de nitrógeno e inactivación de E. coli al usar mayores cantidades de inóculo.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract The main objective of this research was to evaluate the effect of two percentages of inoculum used for the startup of high rate algal ponds (HRAP) in the postreatment of effluent of septic tank. The HRAP1 and HRAP2 were inoculated by the substitution of 3.25 % and 6.50 % of the effective volume with liquid from a HRAP operated with a hydraulic retention time of eight days. During seven consecutive days the variables organic nitrogen (ON), total ammonia nitrogen (TAN), total phosphorous (TP), chemical oxygen demand (COD) and chlorophyll-&#945; were measured; the phytoplankton was quantified and characterized. The chlorophyll-a concentrations in the HRAP1 varied between 451.2 and 1,802.2 &#956;g/L and in the HRAP2 between 339.1 and 2,194.7 &#956;g/L, the final densities of phytoplankton were respectively of 683,200 and 5'535,130 organisms/mL, with presence of individuals of the Chlorophyceae, Cryptophyceae and Euglenophyceae classes in the two ponds. The calculated removal efficiencies for the HRAP1 and HRAP2 were respectively: 37.1 and 51.6 % for ON; 89.6 and 97.3 % for TAN; 30.4 and 30.3 % for TP; -1.3 and -53.2 % for COD; 1495 and 2398 Log units for E. coli. The inoculation promoted the rapid growth of the phytoplankton communities, with best results for nitrogen removal and E. coli inactivation due the use of higher amounts of inoculum.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[efluente de tanque séptico]]></kwd>
<kwd lng="es"><![CDATA[inoculación]]></kwd>
<kwd lng="es"><![CDATA[lagunas de estabilización]]></kwd>
<kwd lng="es"><![CDATA[remoción de contaminantes]]></kwd>
<kwd lng="es"><![CDATA[tratamiento de aguas residuales]]></kwd>
<kwd lng="en"><![CDATA[effluent]]></kwd>
<kwd lng="en"><![CDATA[inoculation]]></kwd>
<kwd lng="en"><![CDATA[pollutant removal]]></kwd>
<kwd lng="en"><![CDATA[septic tank]]></kwd>
<kwd lng="en"><![CDATA[waste stabilization ponds]]></kwd>
<kwd lng="en"><![CDATA[wastewater treatment]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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