Modelling clogging dynamism within dual-media pre-treatment rapid filters in seawater desalination
The dual-media rapid filtration is a popular pre-treatment technology in seawater desalination industry. However, it is still difficult for operators to optimize both the filtration and backwashing processes, particularly during the rapid filtering of moderate and high turbid (MHT) influents, due to...
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sg-ntu-dr.10356-804082020-11-18T08:46:49Z Modelling clogging dynamism within dual-media pre-treatment rapid filters in seawater desalination Chew, Alvin Wei Ze Law, Adrian Wing-Keung School of Civil and Environmental Engineering Nanyang Environment and Water Research Institute DRNTU::Engineering::Civil engineering Dual-media Rapid Filters Clogging Dynamics The dual-media rapid filtration is a popular pre-treatment technology in seawater desalination industry. However, it is still difficult for operators to optimize both the filtration and backwashing processes, particularly during the rapid filtering of moderate and high turbid (MHT) influents, due to the lack of a good understanding of the clogging dynamism incurred during operations. In this study, we attempt to model the incurred clogging dynamism via both experimental and computational means. For the former, experimental filtering of MHT influents was carried out within a lab-scale dual-media rapid pressure filter under varying experimental conditions. Concurrently, dimensionless analysis of the particle removal constant (RC) parameter was performed by considering the initial influent conditions and media characteristics. Good agreement was achieved between the predicted values from the dimensionless formulation of RC and the respective experimental values, which renders the likelihood of employing the formulation to improve the design of pre-treatment rapid filters for filtering MHT influents. Lastly, we attempt to model the clogging dynamism with the homogenization upscaling approach, by computationally resolving both the macroscale and microscale hydraulic gradient under clean and increasing clogging filter condition respectively to approximate the total clogging hydraulic gradient (CHG). Good agreement between the computational and semi-empirical values was achieved for the clean filter condition. Developing the solver in an open-source Open Field Operation and Manipulation (OpenFOAM) CFD software to investigate the particles’ interactions with a singular collector grain for approximating the microscale CHG is currently in progress. Published version 2018-11-01T03:26:22Z 2019-12-06T13:48:47Z 2018-11-01T03:26:22Z 2019-12-06T13:48:47Z 2017 Journal Article Chew, A. W. Z., & Law, A. W.-K. (2017). Modelling clogging dynamism within dual-media pre-treatment rapid filters in seawater desalination. Energy Procedia, 143, 466-474. doi:10.1016/j.egypro.2017.12.712 1876-6102 https://hdl.handle.net/10356/80408 http://hdl.handle.net/10220/46507 10.1016/j.egypro.2017.12.712 en Energy Procedia Energy Procedia © 2017 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/). 9 p. application/pdf |
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DRNTU::Engineering::Civil engineering Dual-media Rapid Filters Clogging Dynamics Chew, Alvin Wei Ze Law, Adrian Wing-Keung Modelling clogging dynamism within dual-media pre-treatment rapid filters in seawater desalination |
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The dual-media rapid filtration is a popular pre-treatment technology in seawater desalination industry. However, it is still difficult for operators to optimize both the filtration and backwashing processes, particularly during the rapid filtering of moderate and high turbid (MHT) influents, due to the lack of a good understanding of the clogging dynamism incurred during operations. In this study, we attempt to model the incurred clogging dynamism via both experimental and computational means. For the former, experimental filtering of MHT influents was carried out within a lab-scale dual-media rapid pressure filter under varying experimental conditions. Concurrently, dimensionless analysis of the particle removal constant (RC) parameter was performed by considering the initial influent conditions and media characteristics. Good agreement was achieved between the predicted values from the dimensionless formulation of RC and the respective experimental values, which renders the likelihood of employing the formulation to improve the design of pre-treatment rapid filters for filtering MHT influents. Lastly, we attempt to model the clogging dynamism with the homogenization upscaling approach, by computationally resolving both the macroscale and microscale hydraulic gradient under clean and increasing clogging filter condition respectively to approximate the total clogging hydraulic gradient (CHG). Good agreement between the computational and semi-empirical values was achieved for the clean filter condition. Developing the solver in an open-source Open Field Operation and Manipulation (OpenFOAM) CFD software to investigate the particles’ interactions with a singular collector grain for approximating the microscale CHG is currently in progress. |
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School of Civil and Environmental Engineering |
author_facet |
School of Civil and Environmental Engineering Chew, Alvin Wei Ze Law, Adrian Wing-Keung |
format |
Article |
author |
Chew, Alvin Wei Ze Law, Adrian Wing-Keung |
author_sort |
Chew, Alvin Wei Ze |
title |
Modelling clogging dynamism within dual-media pre-treatment rapid filters in seawater desalination |
title_short |
Modelling clogging dynamism within dual-media pre-treatment rapid filters in seawater desalination |
title_full |
Modelling clogging dynamism within dual-media pre-treatment rapid filters in seawater desalination |
title_fullStr |
Modelling clogging dynamism within dual-media pre-treatment rapid filters in seawater desalination |
title_full_unstemmed |
Modelling clogging dynamism within dual-media pre-treatment rapid filters in seawater desalination |
title_sort |
modelling clogging dynamism within dual-media pre-treatment rapid filters in seawater desalination |
publishDate |
2018 |
url |
https://hdl.handle.net/10356/80408 http://hdl.handle.net/10220/46507 |
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1688665332564099072 |