Upgrading secondary wastewater plant effluent by modified coagulation and flocculation, for water reuse in irrigation

In this study, the feasibility of using coagulation, flocculation, and sedimentation (CF-S) for advanced treatment of secondary effluent released from the Yazd Intermittent Cycle Extended Aeration System was investigated. Four coagulants including ferric chloride (FeCl3), polyaluminum chloride (PAC)...

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Main Authors: Mohammad Taghi Ghaneian, Mohammad Hassan Ehrampoush, Eghbal Ehsanzadeh, Ali Nikoonahad, Mohammad Miri
Format: Article
Language:English
Published: IWA Publishing 2017-09-01
Series:Journal of Water Reuse and Desalination
Subjects:
Online Access:http://jwrd.iwaponline.com/content/7/3/298
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author Mohammad Taghi Ghaneian
Mohammad Hassan Ehrampoush
Eghbal Ehsanzadeh
Ali Nikoonahad
Mohammad Miri
author_facet Mohammad Taghi Ghaneian
Mohammad Hassan Ehrampoush
Eghbal Ehsanzadeh
Ali Nikoonahad
Mohammad Miri
author_sort Mohammad Taghi Ghaneian
collection DOAJ
description In this study, the feasibility of using coagulation, flocculation, and sedimentation (CF-S) for advanced treatment of secondary effluent released from the Yazd Intermittent Cycle Extended Aeration System was investigated. Four coagulants including ferric chloride (FeCl3), polyaluminum chloride (PAC), ferrous sulfate (FeSo4), and potassium ferrate (K2FeSo4) along with Gflog C-150 as flocculant polymer were used. In this study, returned chemical sludge was considered as a modification. Preliminary CF-S processes showed that FeSO4 and K2FeO4 had low removal efficiencies. Thus, these two coagulants were abandoned and CF-S processes were continued only with PAC and FeCl3 coagulants which had higher efficiencies in the removal of biological oxygen demand (BOD5), chemical oxygen demand (COD), total suspended solids (TSS), and turbidity. Removal efficiency was higher when half of the chemical producing sludge was returned as compared with using both coagulants simultaneously along with 2 mg L−1 of C-150 as flocculant. In the optimum dosage, when half of PAC and FeCl3 sludge were returned, the volume of produced sludge was reduced by 40% and 28%, respectively, as compared without returned sludge. For the PAC coagulant in the optimum dosage with half of the sludge returned, all 2012 EPA standards of irrigation were met for both ‘processed and non-processed type’ agricultural crops.
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spelling doaj.art-43ea46f17262447a9420c243ae4df9712022-12-22T01:03:31ZengIWA PublishingJournal of Water Reuse and Desalination2220-13192408-93702017-09-017329830610.2166/wrd.2016.049049Upgrading secondary wastewater plant effluent by modified coagulation and flocculation, for water reuse in irrigationMohammad Taghi Ghaneian0Mohammad Hassan Ehrampoush1Eghbal Ehsanzadeh2Ali Nikoonahad3Mohammad Miri4 Department of Environmental Health Engineering, School of Public Health, Shahid Sadoughi University of Medical Sciences, Yazd, Iran E-mail: nikoonahad_ali_n@yahoo.com Department of Environmental Health Engineering, School of Public Health, Shahid Sadoughi University of Medical Sciences, Yazd, Iran E-mail: nikoonahad_ali_n@yahoo.com Department of Water Engineering, Faculty of Agriculture, Ilam University, Ilam, Iran Department of Environmental Health Engineering, School of Public Health, Shahid Sadoughi University of Medical Sciences, Yazd, Iran E-mail: nikoonahad_ali_n@yahoo.com Department of Environmental Health Engineering, School of Public Health, Shahid Sadoughi University of Medical Sciences, Yazd, Iran E-mail: nikoonahad_ali_n@yahoo.com In this study, the feasibility of using coagulation, flocculation, and sedimentation (CF-S) for advanced treatment of secondary effluent released from the Yazd Intermittent Cycle Extended Aeration System was investigated. Four coagulants including ferric chloride (FeCl3), polyaluminum chloride (PAC), ferrous sulfate (FeSo4), and potassium ferrate (K2FeSo4) along with Gflog C-150 as flocculant polymer were used. In this study, returned chemical sludge was considered as a modification. Preliminary CF-S processes showed that FeSO4 and K2FeO4 had low removal efficiencies. Thus, these two coagulants were abandoned and CF-S processes were continued only with PAC and FeCl3 coagulants which had higher efficiencies in the removal of biological oxygen demand (BOD5), chemical oxygen demand (COD), total suspended solids (TSS), and turbidity. Removal efficiency was higher when half of the chemical producing sludge was returned as compared with using both coagulants simultaneously along with 2 mg L−1 of C-150 as flocculant. In the optimum dosage, when half of PAC and FeCl3 sludge were returned, the volume of produced sludge was reduced by 40% and 28%, respectively, as compared without returned sludge. For the PAC coagulant in the optimum dosage with half of the sludge returned, all 2012 EPA standards of irrigation were met for both ‘processed and non-processed type’ agricultural crops.http://jwrd.iwaponline.com/content/7/3/298advanced treatmentupgrading secondary effluentwater reuseYazd-ICEAS
spellingShingle Mohammad Taghi Ghaneian
Mohammad Hassan Ehrampoush
Eghbal Ehsanzadeh
Ali Nikoonahad
Mohammad Miri
Upgrading secondary wastewater plant effluent by modified coagulation and flocculation, for water reuse in irrigation
Journal of Water Reuse and Desalination
advanced treatment
upgrading secondary effluent
water reuse
Yazd-ICEAS
title Upgrading secondary wastewater plant effluent by modified coagulation and flocculation, for water reuse in irrigation
title_full Upgrading secondary wastewater plant effluent by modified coagulation and flocculation, for water reuse in irrigation
title_fullStr Upgrading secondary wastewater plant effluent by modified coagulation and flocculation, for water reuse in irrigation
title_full_unstemmed Upgrading secondary wastewater plant effluent by modified coagulation and flocculation, for water reuse in irrigation
title_short Upgrading secondary wastewater plant effluent by modified coagulation and flocculation, for water reuse in irrigation
title_sort upgrading secondary wastewater plant effluent by modified coagulation and flocculation for water reuse in irrigation
topic advanced treatment
upgrading secondary effluent
water reuse
Yazd-ICEAS
url http://jwrd.iwaponline.com/content/7/3/298
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