The effect of aeration and non-aeration time on simultaneous organic, nitrogen and phosphorus removal using an intermittent aeration membrane bioreactor

A laboratory-scale membrane bioreactor (MBR) was fed with synthetic wastewater to investigate the possibility of simultaneous removal of organic, nitrogen and phosphorus by intermittent aeration. The MBR consists of two compartments using a microfiltration membrane with 0.2 µm pore size and a surfa...

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Main Authors: Ujang, Zaini, Salim, M. R., Khor, S. L.
Format: Article
Language:English
English
Published: Elsevier Science B.V., Amsterdam 2002
Subjects:
Online Access:http://eprints.utm.my/2619/
http://eprints.utm.my/2619/1/UjangZ2002_effect_of_aeration_and_non-aeration.pdf
http://eprints.utm.my/2619/2/UjangZ2002_effect_of_aeration_and_non-aeration.pdf
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author Ujang, Zaini
Salim, M. R.
Khor, S. L.
author_facet Ujang, Zaini
Salim, M. R.
Khor, S. L.
author_sort Ujang, Zaini
building UTeM Institutional Repository
collection Online Access
description A laboratory-scale membrane bioreactor (MBR) was fed with synthetic wastewater to investigate the possibility of simultaneous removal of organic, nitrogen and phosphorus by intermittent aeration. The MBR consists of two compartments using a microfiltration membrane with 0.2 µm pore size and a surface area of 0.35 m2. Hydraulic retention time was set at 24 hours and solid retention time 25 days. MLSS concentration in the reactor was in the range of 2,500–3,800 mg/L. The MLSS internal recycling ratio was maintained at 100% influent flow rate. Intermittent aeration was applied in this study to provide an aerobic–anaerobic cycle. Three stages of operations were conducted to investigate the effect of aeration and non-aeration on simultaneous organic and nutrient removal. In Stage 1, time cycles of aeration and nonaeration were set at 90/150 min and 150/90 min in the first and second compartment, the removal efficiency was 97%, 94% and 70% for COD, nitrogen and phosphorus respectively. In Stage 2, time cycles of aeration and non-aeration were set at 60/120 min and 120/60 min in the first and second compartment, the removal efficiency was 97%, 96% and 71% for COD, nitrogen and phosphorus respectively. In Stage 3, time cycles of aeration and non-aeration were set at 120/120 min and 120/120 min in compartment 1 and 2, the removal efficiency was 98%, 96% and 78% for COD, nitrogen and phosphorus respectively. Results show that longer non-aeration time in the second compartment provided better performances of biological phosphorus removal
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spelling utm-26192010-11-02T09:59:45Z http://eprints.utm.my/2619/ The effect of aeration and non-aeration time on simultaneous organic, nitrogen and phosphorus removal using an intermittent aeration membrane bioreactor Ujang, Zaini Salim, M. R. Khor, S. L. TA Engineering (General). Civil engineering (General) A laboratory-scale membrane bioreactor (MBR) was fed with synthetic wastewater to investigate the possibility of simultaneous removal of organic, nitrogen and phosphorus by intermittent aeration. The MBR consists of two compartments using a microfiltration membrane with 0.2 µm pore size and a surface area of 0.35 m2. Hydraulic retention time was set at 24 hours and solid retention time 25 days. MLSS concentration in the reactor was in the range of 2,500–3,800 mg/L. The MLSS internal recycling ratio was maintained at 100% influent flow rate. Intermittent aeration was applied in this study to provide an aerobic–anaerobic cycle. Three stages of operations were conducted to investigate the effect of aeration and non-aeration on simultaneous organic and nutrient removal. In Stage 1, time cycles of aeration and nonaeration were set at 90/150 min and 150/90 min in the first and second compartment, the removal efficiency was 97%, 94% and 70% for COD, nitrogen and phosphorus respectively. In Stage 2, time cycles of aeration and non-aeration were set at 60/120 min and 120/60 min in the first and second compartment, the removal efficiency was 97%, 96% and 71% for COD, nitrogen and phosphorus respectively. In Stage 3, time cycles of aeration and non-aeration were set at 120/120 min and 120/120 min in compartment 1 and 2, the removal efficiency was 98%, 96% and 78% for COD, nitrogen and phosphorus respectively. Results show that longer non-aeration time in the second compartment provided better performances of biological phosphorus removal Elsevier Science B.V., Amsterdam 2002 Article PeerReviewed application/pdf en http://eprints.utm.my/2619/1/UjangZ2002_effect_of_aeration_and_non-aeration.pdf application/pdf en http://eprints.utm.my/2619/2/UjangZ2002_effect_of_aeration_and_non-aeration.pdf Ujang, Zaini and Salim, M. R. and Khor, S. L. (2002) The effect of aeration and non-aeration time on simultaneous organic, nitrogen and phosphorus removal using an intermittent aeration membrane bioreactor. Water Science and Technology, 46 (9). pp. 193-200. ISSN 0273-1223
spellingShingle TA Engineering (General). Civil engineering (General)
Ujang, Zaini
Salim, M. R.
Khor, S. L.
The effect of aeration and non-aeration time on simultaneous organic, nitrogen and phosphorus removal using an intermittent aeration membrane bioreactor
title The effect of aeration and non-aeration time on simultaneous organic, nitrogen and phosphorus removal using an intermittent aeration membrane bioreactor
title_full The effect of aeration and non-aeration time on simultaneous organic, nitrogen and phosphorus removal using an intermittent aeration membrane bioreactor
title_fullStr The effect of aeration and non-aeration time on simultaneous organic, nitrogen and phosphorus removal using an intermittent aeration membrane bioreactor
title_full_unstemmed The effect of aeration and non-aeration time on simultaneous organic, nitrogen and phosphorus removal using an intermittent aeration membrane bioreactor
title_short The effect of aeration and non-aeration time on simultaneous organic, nitrogen and phosphorus removal using an intermittent aeration membrane bioreactor
title_sort effect of aeration and non-aeration time on simultaneous organic, nitrogen and phosphorus removal using an intermittent aeration membrane bioreactor
topic TA Engineering (General). Civil engineering (General)
url http://eprints.utm.my/2619/
http://eprints.utm.my/2619/1/UjangZ2002_effect_of_aeration_and_non-aeration.pdf
http://eprints.utm.my/2619/2/UjangZ2002_effect_of_aeration_and_non-aeration.pdf