Scoping acoplado a la metodología de Conesa para la evaluación ambiental de un sistema avanzado de descontaminación de lixiviado de relleno sanitario
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Los lixiviados de rellenos sanitarios son efluentes generados por la degradación de los residuos sólidos y lapercolación del agua lluvia, caracterizados por ser un líquido de color oscuro con compuestos tóxicos, peligrosos, patogénicos, entre otras, que al ser descontaminados mediante procesos de oxidación avanzada acoplados a tratamientos biológicos logran efluentes con baja peligrosidad. A pesar de los beneficios otorgados por estas combinaciones, los investigadores usualmente se enfocan en analizar solo el efluente resultante, ignorando el impacto ambiental generado en la construcción, puesta en marcha y mantenimiento de los tratamientos, existiendo una brecha de conocimiento al no encontrarse suficiente bibliografía de trabajos que combinen el Scoping y la metodología de Conesa sobre tratamientos acoplados para la descontaminación de lixiviados, en la cuantificación del impacto ambiental. Atendiendo a lo mencionado, el presente manuscrito determinó los impactos sobre los componente biótico, abiótico y socioeconómico
que genera acoplar un sistema fotocatalítico con un proceso biológico, para lo que se utilizó la técnica del Scoping como insumo de la cuantificación del impacto ambiental realizada a través de la metodología de Conesa, obteniendo como conclusión que impactos generados por fugas de lixiviado, así como los generados por los residuos y consumo de energía son considerados como críticos en los tratamientos y futuros investigadores que trabajen en el tema deben controlar, prevenir o mitigar. Finalmente, se destaca la presencia de impactos positivos de los tratamientos tales como el aumento de la disponibilidad del recurso hídrico gracias a la efectividad del tratamiento realizado y el cumplimiento de los Objetivos de Desarrollo Sostenible.
Salvador Villamizar, Universidad del Norte, Departamento de Ingeniería Civil y Ambiental, Instituto de Estudio Hidráulicos y Ambientales, Barranquilla, Colombia
https://orcid.org/0000-0002-6485-2494
Aymer Maturana Cordoba, Universidad del Norte, Departamento de Ingeniería Civil y Ambiental, Instituto de Estudio Hidráulicos y Ambientales, Barranquilla, Colombia
https://orcid.org/0000-0003-3518-0606
Carlos A. Pacheco Bustos, Universidad del Norte, Departamento de Ingeniería Civil y Ambiental, Instituto de Estudio Hidráulicos y Ambientales, Barranquilla, Colombia
https://orcid.org/0000-0002-5198-8122
Joseph Soto-Verjel, Universidad del Norte, Departamento de Ingeniería Civil y Ambiental, Instituto de Estudio Hidráulicos y Ambientales, Barranquilla, Colombia
https://orcid.org/0000-0003-3162-9330
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Aceptado 2021-10-28
Publicado 2022-05-26
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