"Preparing Secondary Effluent for Urban Non- Potable Applications by Floating Media Filtration"

Conventional sand filtration which has become a common wastewater treatment technology to satisfy regulations appointed for effluent reuse, suffers from the disadvantage of high energy for backwashing. The subject of this study is application of downflow floating media prior to coarse sand filtratio...

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Main Authors: F Vaezi, AH Mahvi, G Safari
Format: Article
Language:English
Published: Tehran University of Medical Sciences 2003-12-01
Series:Iranian Journal of Public Health
Subjects:
Online Access:https://ijph.tums.ac.ir/index.php/ijph/article/view/1935
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spelling doaj-c8e8cf8bd3db437c8f06ee36477599372020-12-02T18:51:58ZengTehran University of Medical SciencesIranian Journal of Public Health2251-60852251-60932003-12-01324"Preparing Secondary Effluent for Urban Non- Potable Applications by Floating Media Filtration" F Vaezi0 AH Mahvi1 G Safari2 Conventional sand filtration which has become a common wastewater treatment technology to satisfy regulations appointed for effluent reuse, suffers from the disadvantage of high energy for backwashing. The subject of this study is application of downflow floating media prior to coarse sand filtration, which requires less water for backwash. Two pilots have been employed in two stages. For the first stage, a pilot of two columns was used, one was packed with plastic beads and the other with coarse sand. For the second, floating medium was placed on the sand in a unique column. The effluent of Ghods Treatment Plant was selected as the influent for the both pilots and a turbidity of 2NTU for the filter effluent has been specified as the breakthrough. Final results showed the good efficiency of the system in removing pollutants even in the case of using a unique column. Moreover, this system was determined to be able to meet the non potable reuse standards of water recycling in cities. The performance of the system in reducing chlorine demand was also drastic and results indicated a maximum of 66% and a minimum of 50% decrease in this regard.https://ijph.tums.ac.ir/index.php/ijph/article/view/1935Wastewater reuseUrban non-potable usesTertiary treatmentFloating media filtration(DFF)Coarse Sand Filtration (CSF)
collection DOAJ
language English
format Article
sources DOAJ
author F Vaezi
AH Mahvi
G Safari
spellingShingle F Vaezi
AH Mahvi
G Safari
"Preparing Secondary Effluent for Urban Non- Potable Applications by Floating Media Filtration"
Iranian Journal of Public Health
Wastewater reuse
Urban non-potable uses
Tertiary treatment
Floating media filtration
(DFF)
Coarse Sand Filtration (CSF)
author_facet F Vaezi
AH Mahvi
G Safari
author_sort F Vaezi
title "Preparing Secondary Effluent for Urban Non- Potable Applications by Floating Media Filtration"
title_short "Preparing Secondary Effluent for Urban Non- Potable Applications by Floating Media Filtration"
title_full "Preparing Secondary Effluent for Urban Non- Potable Applications by Floating Media Filtration"
title_fullStr "Preparing Secondary Effluent for Urban Non- Potable Applications by Floating Media Filtration"
title_full_unstemmed "Preparing Secondary Effluent for Urban Non- Potable Applications by Floating Media Filtration"
title_sort "preparing secondary effluent for urban non- potable applications by floating media filtration"
publisher Tehran University of Medical Sciences
series Iranian Journal of Public Health
issn 2251-6085
2251-6093
publishDate 2003-12-01
description Conventional sand filtration which has become a common wastewater treatment technology to satisfy regulations appointed for effluent reuse, suffers from the disadvantage of high energy for backwashing. The subject of this study is application of downflow floating media prior to coarse sand filtration, which requires less water for backwash. Two pilots have been employed in two stages. For the first stage, a pilot of two columns was used, one was packed with plastic beads and the other with coarse sand. For the second, floating medium was placed on the sand in a unique column. The effluent of Ghods Treatment Plant was selected as the influent for the both pilots and a turbidity of 2NTU for the filter effluent has been specified as the breakthrough. Final results showed the good efficiency of the system in removing pollutants even in the case of using a unique column. Moreover, this system was determined to be able to meet the non potable reuse standards of water recycling in cities. The performance of the system in reducing chlorine demand was also drastic and results indicated a maximum of 66% and a minimum of 50% decrease in this regard.
topic Wastewater reuse
Urban non-potable uses
Tertiary treatment
Floating media filtration
(DFF)
Coarse Sand Filtration (CSF)
url https://ijph.tums.ac.ir/index.php/ijph/article/view/1935
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AT ahmahvi preparingsecondaryeffluentforurbannonpotableapplicationsbyfloatingmediafiltration
AT gsafari preparingsecondaryeffluentforurbannonpotableapplicationsbyfloatingmediafiltration
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