Assessing oxygen uptake rates in sewage treatment system / Jamaiatul Lailah Mohd Jais

Aerobic biological treatment of wastewater needs a sufficient supply of oxygen for it to proceed properly. Untreated wastewater if discharged into receiving waters would have a serious impact on the quality of the environment and a hazard to public health. The study assessed the oxygen uptake rate (...

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Main Author: Mohd Jais, Jamaiatul Lailah
Format: Thesis
Language:English
Published: 2017
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Online Access:https://ir.uitm.edu.my/id/eprint/39444/1/39444.pdf
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spelling my-uitm-ir.394442022-11-01T06:57:31Z Assessing oxygen uptake rates in sewage treatment system / Jamaiatul Lailah Mohd Jais 2017 Mohd Jais, Jamaiatul Lailah Sewage collection and disposal systems. Sewerage Sewage disposal systems Aerobic biological treatment of wastewater needs a sufficient supply of oxygen for it to proceed properly. Untreated wastewater if discharged into receiving waters would have a serious impact on the quality of the environment and a hazard to public health. The study assessed the oxygen uptake rate (OUR), which represents the consumption of dissolved oxygen over time of the biodegradation of organic substrates by microorganisms in the activated sludge treatment process, and its relationship with wastewater conditions, oxygen mass transfer and oxygenation efficiencies. Though OUR is a significant parameter for wastewater treatment process, very few relevant data are available to local wastewater treatment plants. Measurement of OUR was carried out by a respirometric method and the OUR values, determined by linear regression of the DO data points, has values ranging from 2.5 - 9.5 mg/L.h. The effects of wastewater conditions on the OUR profile showed a close and direct relationship with the dissolved oxygen content, the mixed-liquor volatile suspended solids and the biochemical oxidation demand loading, indicating that OUR can complement them as a control parameter in the activated sludge process, but OUR can be regarded as more superior since it is directly indicative of respiratory metabolic process by aerobic biomass. Aeration systems employing diffused-air and mechanical surface aeration systems were used for the assessment of transfer of atmospheric oxygen to the mixed liquor. The mass transfer coefficient for oxygen, ranging from 0.80 to 1.46 per hour for the aeration systems, were derived from the measured OUR values and incorporated into the field oxygen transfer rate for subsequent conversion into standard oxygen transfer rate (SOTR) which can serve as an important control parameter for the wastewater aeration process. The adequacies of oxygen supply for the wastewater treatment process by both the different aeration systems were assessed, and oxygenation efficiencies of the aeration systems for the diffusers and mechanical aerators vary from 1.12 to 1.26 and 1.06 to 1.19 kg02/kW.h respectively, indicating that energy consumption for the aeration process was optimal. The OUR measurement by respirometry was found to be simple and practical enough to be introduced for implementation into local wastewater treatment plants to monitor daily operational control, system performance and aeration efficiency. An on-line monitoring of OUR can have a potential for incorporation into larger local treatment plants already equipped with the Supervisory Control and Data Acquisition System for more efficient wastewater treatment process monitoring and management. 2017 Thesis https://ir.uitm.edu.my/id/eprint/39444/ https://ir.uitm.edu.my/id/eprint/39444/1/39444.pdf text en public masters Universiti Teknologi MARA (UiTM) Faculty of Civil Engineering Ahmad Tajuddin, Ramlah
institution Universiti Teknologi MARA
collection UiTM Institutional Repository
language English
advisor Ahmad Tajuddin, Ramlah
topic Sewage collection and disposal systems
Sewerage
Sewage disposal systems
spellingShingle Sewage collection and disposal systems
Sewerage
Sewage disposal systems
Mohd Jais, Jamaiatul Lailah
Assessing oxygen uptake rates in sewage treatment system / Jamaiatul Lailah Mohd Jais
description Aerobic biological treatment of wastewater needs a sufficient supply of oxygen for it to proceed properly. Untreated wastewater if discharged into receiving waters would have a serious impact on the quality of the environment and a hazard to public health. The study assessed the oxygen uptake rate (OUR), which represents the consumption of dissolved oxygen over time of the biodegradation of organic substrates by microorganisms in the activated sludge treatment process, and its relationship with wastewater conditions, oxygen mass transfer and oxygenation efficiencies. Though OUR is a significant parameter for wastewater treatment process, very few relevant data are available to local wastewater treatment plants. Measurement of OUR was carried out by a respirometric method and the OUR values, determined by linear regression of the DO data points, has values ranging from 2.5 - 9.5 mg/L.h. The effects of wastewater conditions on the OUR profile showed a close and direct relationship with the dissolved oxygen content, the mixed-liquor volatile suspended solids and the biochemical oxidation demand loading, indicating that OUR can complement them as a control parameter in the activated sludge process, but OUR can be regarded as more superior since it is directly indicative of respiratory metabolic process by aerobic biomass. Aeration systems employing diffused-air and mechanical surface aeration systems were used for the assessment of transfer of atmospheric oxygen to the mixed liquor. The mass transfer coefficient for oxygen, ranging from 0.80 to 1.46 per hour for the aeration systems, were derived from the measured OUR values and incorporated into the field oxygen transfer rate for subsequent conversion into standard oxygen transfer rate (SOTR) which can serve as an important control parameter for the wastewater aeration process. The adequacies of oxygen supply for the wastewater treatment process by both the different aeration systems were assessed, and oxygenation efficiencies of the aeration systems for the diffusers and mechanical aerators vary from 1.12 to 1.26 and 1.06 to 1.19 kg02/kW.h respectively, indicating that energy consumption for the aeration process was optimal. The OUR measurement by respirometry was found to be simple and practical enough to be introduced for implementation into local wastewater treatment plants to monitor daily operational control, system performance and aeration efficiency. An on-line monitoring of OUR can have a potential for incorporation into larger local treatment plants already equipped with the Supervisory Control and Data Acquisition System for more efficient wastewater treatment process monitoring and management.
format Thesis
qualification_level Master's degree
author Mohd Jais, Jamaiatul Lailah
author_facet Mohd Jais, Jamaiatul Lailah
author_sort Mohd Jais, Jamaiatul Lailah
title Assessing oxygen uptake rates in sewage treatment system / Jamaiatul Lailah Mohd Jais
title_short Assessing oxygen uptake rates in sewage treatment system / Jamaiatul Lailah Mohd Jais
title_full Assessing oxygen uptake rates in sewage treatment system / Jamaiatul Lailah Mohd Jais
title_fullStr Assessing oxygen uptake rates in sewage treatment system / Jamaiatul Lailah Mohd Jais
title_full_unstemmed Assessing oxygen uptake rates in sewage treatment system / Jamaiatul Lailah Mohd Jais
title_sort assessing oxygen uptake rates in sewage treatment system / jamaiatul lailah mohd jais
granting_institution Universiti Teknologi MARA (UiTM)
granting_department Faculty of Civil Engineering
publishDate 2017
url https://ir.uitm.edu.my/id/eprint/39444/1/39444.pdf
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