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 (...
Main Authors: | , , , , , |
---|---|
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 |
id |
doaj-3acc56af479b4d86bf1a22dbba8211d7 |
---|---|
record_format |
Article |
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)Â 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 1.9Â 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 |
Â
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 1.9Â 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 |
work_keys_str_mv |
AT juanantoniovidalescontreras performanceofasurfaceflowconstructedwetlandsystemusedtotreatsecondaryeffluentandfilterbackwashwater AT charlespetergerba performanceofasurfaceflowconstructedwetlandsystemusedtotreatsecondaryeffluentandfilterbackwashwater AT martinmkarpiscak performanceofasurfaceflowconstructedwetlandsystemusedtotreatsecondaryeffluentandfilterbackwashwater AT humbertorodriguezfuentes performanceofasurfaceflowconstructedwetlandsystemusedtotreatsecondaryeffluentandfilterbackwashwater AT cristobalchaidezquiroz performanceofasurfaceflowconstructedwetlandsystemusedtotreatsecondaryeffluentandfilterbackwashwater AT emilioolivaressaenz performanceofasurfaceflowconstructedwetlandsystemusedtotreatsecondaryeffluentandfilterbackwashwater |
_version_ |
1725781919523667968 |