Numerical Modeling Applied to Leachate Generation using Hydrus – Case Study: Seropédica, Rio de Janeiro, Brazil

• Autor(a) principal: Saito,Kymie Karina Silva
• Data de Publicação: 2021
• Outros Autores: Vasconcellos,Carlos Alexandre Bastos de, Rotunno Filho,Otto Corrêa, Mansur,Webe João
• Tipo de documento: Artigo
• Idioma: eng
• Título da fonte: Engenharia Sanitaria e Ambiental
• Texto Completo: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1413-41522021000400639
• topic: landfill; urban solid waste; leachate; storage cell; landfill final cover; soil contamination; numerical modeling; Hydrus 1D and 2D/3D

ABSTRACT Improper design and management of the cover layer of a sanitary landfill has been proven to produce harmful environmental impacts on the environment. One alternative at hand is to develop scenarios based on simulation of physical and computational models to represent the expected field water balance of a landfill coverage layer. This paper investigates the design of a sanitary landfill final cover in the municipality of Seropédica, which is located at the state of Rio de Janeiro - Brazil. More specifically, the compact soil coverage, which is widely used for landfill final cover of municipal solid waste, is evaluated in contrast to vegetation cover by grass, vegetation cover by brachiaria and capillary barrier. To accomplish such task, hydrometeorological forcing conditions, namely daily rainfall and temperature, were retrieved from the Anchieta weather station, which is situated nearby the study area. The Hydrus 1D and 2/3 D computational codes were employed to develop a set of scenarios to follow the contamination plume evolution within the landfill along the time frame of 20 years with some degree of reliability. It should be noted that the performed evaluation indicates the possibility to control the leachate release and consequently to avoid contaminating the environment, notably to prevent soil and water resources pollution. Vegetation cover by grass and brachiaria showed important control mechanisms with respect to the movement of the contaminant plume. In addition, it should be noticed that the best results for the landfill final cover were achieved for the capillary barrier, while poor performance results were obtained for the commonly employed compact soil.