PERFORMANCE OF A SURFACE FLOW CONSTRUCTED WETLAND SYSTEM USED TO TREAT SECONDARY EFFLUENT AND FILTER BACKWASH WATER

  The performance of a surface flow wetland system used to treat activated sludge effluent and filter backwash water from a tertiary treatment facility was evaluated. Samples were collected before and after vegetation removal from the system which consists of two densely vegetated settling basins (...

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Main Authors: Juan Antonio Vidales-Contreras, Charles Peter Gerba, Martin M Karpiscak, Humberto Rodriguez-Fuentes, Cristobal Chaidez-Quiroz, Emilio Olivares-Saenz
Format: Article
Language:English
Published: Universidad Autónoma de Yucatán 2011-05-01
Series:Tropical and Subtropical Agroecosystems
Subjects:
Online Access:http://www.revista.ccba.uady.mx/ojs/index.php/TSA/article/view/486
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spelling doaj-3acc56af479b4d86bf1a22dbba8211d72020-11-24T22:18:44ZengUniversidad Autónoma de YucatánTropical and Subtropical Agroecosystems1870-04622011-05-01142375384317PERFORMANCE OF A SURFACE FLOW CONSTRUCTED WETLAND SYSTEM USED TO TREAT SECONDARY EFFLUENT AND FILTER BACKWASH WATERJuan Antonio Vidales-Contreras0Charles Peter Gerba1Martin M Karpiscak2Humberto Rodriguez-Fuentes3Cristobal Chaidez-Quiroz4Emilio Olivares-Saenz5Universidad Autonoma de Nuevo Leon (Autonomous University of Nuevo Leon)University of Arizona (Universidad de Arizona)University of Arizona (Universidad de Arizona)Universidad Autonoma de Nuevo Leon (Autonomous University of Nuevo Leon)Centro de Investigacion en Alimentacion y Desarrollo (Research Center for Food and Development)Universidad Autonoma de Nuevo Leon (Autonomous University of Nuevo Leon)  The performance of a surface flow wetland system used to treat activated sludge effluent and filter backwash water from a tertiary treatment facility was evaluated. Samples were collected before and after vegetation removal from the system which consists of two densely vegetated settling basins (0.35 ha), an artificial stream, and a 3-ha surface flow wetland. Bulrush (Scripus spp.) and cattail (Typha domingensis) were the dominant plant species. The average inflow of chlorinated secondary effluent during the first two months of the actual study was 1.9  m3 min-1 while the inflow for backwash water treatment ranged from 0.21 to 0.42 m3 min-1. The system was able to reduce TSS and BOD5 to tertiary effluent standards; however, monitoring of chloride concentrations revealed that wetland evapotranspiration is probably enriching pollutant concentrations in the wetland outflow. Coliphage removal from the filter backwash was 97 and 35% during 1999 and 2000, respectively. However, when secondary effluent entered the system, coliphage removal averaged 65%. After vegetation removal, pH and coliphage density increased significantly (phttp://www.revista.ccba.uady.mx/ojs/index.php/TSA/article/view/486TSS (SST), BOD5 (DBO5), constructed wetlands (pantanos construidos), wastewater (agua residual), backwash water (agua de retrolavado), microbial indicators
collection DOAJ
language English
format Article
sources DOAJ
author Juan Antonio Vidales-Contreras
Charles Peter Gerba
Martin M Karpiscak
Humberto Rodriguez-Fuentes
Cristobal Chaidez-Quiroz
Emilio Olivares-Saenz
spellingShingle Juan Antonio Vidales-Contreras
Charles Peter Gerba
Martin M Karpiscak
Humberto Rodriguez-Fuentes
Cristobal Chaidez-Quiroz
Emilio Olivares-Saenz
PERFORMANCE OF A SURFACE FLOW CONSTRUCTED WETLAND SYSTEM USED TO TREAT SECONDARY EFFLUENT AND FILTER BACKWASH WATER
Tropical and Subtropical Agroecosystems
TSS (SST), BOD5 (DBO5), constructed wetlands (pantanos construidos), wastewater (agua residual), backwash water (agua de retrolavado), microbial indicators
author_facet Juan Antonio Vidales-Contreras
Charles Peter Gerba
Martin M Karpiscak
Humberto Rodriguez-Fuentes
Cristobal Chaidez-Quiroz
Emilio Olivares-Saenz
author_sort Juan Antonio Vidales-Contreras
title PERFORMANCE OF A SURFACE FLOW CONSTRUCTED WETLAND SYSTEM USED TO TREAT SECONDARY EFFLUENT AND FILTER BACKWASH WATER
title_short PERFORMANCE OF A SURFACE FLOW CONSTRUCTED WETLAND SYSTEM USED TO TREAT SECONDARY EFFLUENT AND FILTER BACKWASH WATER
title_full PERFORMANCE OF A SURFACE FLOW CONSTRUCTED WETLAND SYSTEM USED TO TREAT SECONDARY EFFLUENT AND FILTER BACKWASH WATER
title_fullStr PERFORMANCE OF A SURFACE FLOW CONSTRUCTED WETLAND SYSTEM USED TO TREAT SECONDARY EFFLUENT AND FILTER BACKWASH WATER
title_full_unstemmed PERFORMANCE OF A SURFACE FLOW CONSTRUCTED WETLAND SYSTEM USED TO TREAT SECONDARY EFFLUENT AND FILTER BACKWASH WATER
title_sort performance of a surface flow constructed wetland system used to treat secondary effluent and filter backwash water
publisher Universidad Autónoma de Yucatán
series Tropical and Subtropical Agroecosystems
issn 1870-0462
publishDate 2011-05-01
description   The performance of a surface flow wetland system used to treat activated sludge effluent and filter backwash water from a tertiary treatment facility was evaluated. Samples were collected before and after vegetation removal from the system which consists of two densely vegetated settling basins (0.35 ha), an artificial stream, and a 3-ha surface flow wetland. Bulrush (Scripus spp.) and cattail (Typha domingensis) were the dominant plant species. The average inflow of chlorinated secondary effluent during the first two months of the actual study was 1.9  m3 min-1 while the inflow for backwash water treatment ranged from 0.21 to 0.42 m3 min-1. The system was able to reduce TSS and BOD5 to tertiary effluent standards; however, monitoring of chloride concentrations revealed that wetland evapotranspiration is probably enriching pollutant concentrations in the wetland outflow. Coliphage removal from the filter backwash was 97 and 35% during 1999 and 2000, respectively. However, when secondary effluent entered the system, coliphage removal averaged 65%. After vegetation removal, pH and coliphage density increased significantly (p
topic TSS (SST), BOD5 (DBO5), constructed wetlands (pantanos construidos), wastewater (agua residual), backwash water (agua de retrolavado), microbial indicators
url http://www.revista.ccba.uady.mx/ojs/index.php/TSA/article/view/486
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