The effect of hydraulic retention time on granular sludge biomass in treating textile wastewater

The physical characteristics, microbial activities and kinetic properties of the granular sludge biomass were investigated under the influence of different hydraulic retention times (HRT) along with the performance of the system in removal of color and COD of synthetic textile wastewater. The study...

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Main Authors: Muda, Khalida, Aris, Azmi, Salim, Mohd. Razman, Ibrahim, Zaharah, van Loosdrecht, Mark C. M., Ahmad, Azlan N.Aizat, Nawahwi, Mohd. Zaini
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Published: Elsevier Ltd. 2011
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author Muda, Khalida
Aris, Azmi
Salim, Mohd. Razman
Ibrahim, Zaharah
van Loosdrecht, Mark C. M.
Ahmad, Azlan N.Aizat
Nawahwi, Mohd. Zaini
author_facet Muda, Khalida
Aris, Azmi
Salim, Mohd. Razman
Ibrahim, Zaharah
van Loosdrecht, Mark C. M.
Ahmad, Azlan N.Aizat
Nawahwi, Mohd. Zaini
author_sort Muda, Khalida
collection ePrints
description The physical characteristics, microbial activities and kinetic properties of the granular sludge biomass were investigated under the influence of different hydraulic retention times (HRT) along with the performance of the system in removal of color and COD of synthetic textile wastewater. The study was conducted in a column reactor operated according to a sequential batch reactor with a sequence of anaerobic and aerobic reaction phases. Six stages of different HRTs and different anaerobic and aerobic reaction time were evaluated. It was observed that the increase in HRT resulted in the reduction of organic loading rate (OLR). This has caused a decrease in biomass concentration (MLSS), reduction in mean size of the granules, lowered the settling ability of the granules and reduction of oxygen uptake rate (OUR), overall specific biomass growth rate (ì overall), endogeneous decay rate (k d) and biomass yield (Y obs, Y). When the OLR was increased by adding carbon sources (glucose, sodium acetate and ethanol), there was a slight increase in the MLSS, the granules mean size, ì overall, and biomass yield. Under high HRT, increasing the anaerobic to aerobic reaction time ratio caused an increase in the concentration of MLSS, mean size of granules and lowered the SVI value and biomass yield. The ì overall and biomass yield increased with the reduction in anaerobic/aerobic time ratio. The HRT of 24 h with anaerobic and aerobic reaction time of 17.8 and 5.8 h respectively appear to be the best cycle operation of SBR. Under these conditions, not only the physical properties of the biogranules have improved, the highest removal of color (i.e. 94.1 ± 0.6%) and organics (i.e. 86.5 ± 0.5%) of the synthetic textile dyeing wastewater have been achieved.
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spelling utm.eprints-294852019-04-25T01:15:08Z http://eprints.utm.my/29485/ The effect of hydraulic retention time on granular sludge biomass in treating textile wastewater Muda, Khalida Aris, Azmi Salim, Mohd. Razman Ibrahim, Zaharah van Loosdrecht, Mark C. M. Ahmad, Azlan N.Aizat Nawahwi, Mohd. Zaini TA Engineering (General). Civil engineering (General) The physical characteristics, microbial activities and kinetic properties of the granular sludge biomass were investigated under the influence of different hydraulic retention times (HRT) along with the performance of the system in removal of color and COD of synthetic textile wastewater. The study was conducted in a column reactor operated according to a sequential batch reactor with a sequence of anaerobic and aerobic reaction phases. Six stages of different HRTs and different anaerobic and aerobic reaction time were evaluated. It was observed that the increase in HRT resulted in the reduction of organic loading rate (OLR). This has caused a decrease in biomass concentration (MLSS), reduction in mean size of the granules, lowered the settling ability of the granules and reduction of oxygen uptake rate (OUR), overall specific biomass growth rate (ì overall), endogeneous decay rate (k d) and biomass yield (Y obs, Y). When the OLR was increased by adding carbon sources (glucose, sodium acetate and ethanol), there was a slight increase in the MLSS, the granules mean size, ì overall, and biomass yield. Under high HRT, increasing the anaerobic to aerobic reaction time ratio caused an increase in the concentration of MLSS, mean size of granules and lowered the SVI value and biomass yield. The ì overall and biomass yield increased with the reduction in anaerobic/aerobic time ratio. The HRT of 24 h with anaerobic and aerobic reaction time of 17.8 and 5.8 h respectively appear to be the best cycle operation of SBR. Under these conditions, not only the physical properties of the biogranules have improved, the highest removal of color (i.e. 94.1 ± 0.6%) and organics (i.e. 86.5 ± 0.5%) of the synthetic textile dyeing wastewater have been achieved. Elsevier Ltd. 2011-10-15 Article PeerReviewed Muda, Khalida and Aris, Azmi and Salim, Mohd. Razman and Ibrahim, Zaharah and van Loosdrecht, Mark C. M. and Ahmad, Azlan N.Aizat and Nawahwi, Mohd. Zaini (2011) The effect of hydraulic retention time on granular sludge biomass in treating textile wastewater. Water Research, 45 (16). pp. 4711-4721. ISSN 0043-1354 http://dx.doi.org/10.1016/j.watres.2011.05.012 DOI:10.1016/j.watres.2011.05.012
spellingShingle TA Engineering (General). Civil engineering (General)
Muda, Khalida
Aris, Azmi
Salim, Mohd. Razman
Ibrahim, Zaharah
van Loosdrecht, Mark C. M.
Ahmad, Azlan N.Aizat
Nawahwi, Mohd. Zaini
The effect of hydraulic retention time on granular sludge biomass in treating textile wastewater
title The effect of hydraulic retention time on granular sludge biomass in treating textile wastewater
title_full The effect of hydraulic retention time on granular sludge biomass in treating textile wastewater
title_fullStr The effect of hydraulic retention time on granular sludge biomass in treating textile wastewater
title_full_unstemmed The effect of hydraulic retention time on granular sludge biomass in treating textile wastewater
title_short The effect of hydraulic retention time on granular sludge biomass in treating textile wastewater
title_sort effect of hydraulic retention time on granular sludge biomass in treating textile wastewater
topic TA Engineering (General). Civil engineering (General)
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