Post-treatment of municipal wastewater using zeolite pervious concrete
This study aimed to evaluate the effectiveness of Zeolite Pervious Concrete (ZPC) as a post-treatment method for improving discharged wastewater quality from the Parkand Abad Wastewater Treatment Plant (PAWWTP) with a focus on how varying ZPC compositions and canal lengths affect the removal of cont...
Published in: | JOURNAL OF WATER PROCESS ENGINEERING |
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Format: | Article |
Language: | English |
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2024
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Online Access: | https://www-webofscience-com.uitm.idm.oclc.org/wos/woscc/full-record/WOS:001345868800001 |
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Teymouri Ehsan; Wong Kwong Soon; Tan Yee Yong; Pauzi Nurul Noraziemah Mohd |
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Teymouri Ehsan; Wong Kwong Soon; Tan Yee Yong; Pauzi Nurul Noraziemah Mohd Post-treatment of municipal wastewater using zeolite pervious concrete Engineering; Water Resources |
author_facet |
Teymouri Ehsan; Wong Kwong Soon; Tan Yee Yong; Pauzi Nurul Noraziemah Mohd |
author_sort |
Teymouri |
spelling |
Teymouri, Ehsan; Wong, Kwong Soon; Tan, Yee Yong; Pauzi, Nurul Noraziemah Mohd Post-treatment of municipal wastewater using zeolite pervious concrete JOURNAL OF WATER PROCESS ENGINEERING English Article This study aimed to evaluate the effectiveness of Zeolite Pervious Concrete (ZPC) as a post-treatment method for improving discharged wastewater quality from the Parkand Abad Wastewater Treatment Plant (PAWWTP) with a focus on how varying ZPC compositions and canal lengths affect the removal of contaminants from wastewater. A large-scale prototype was constructed with eleven canals of varying lengths (1-3 m) filled with different ZPC mixtures, where limestone aggregate was partially replaced with zeolite (0-100 % by volume). Wastewater was continuously pumped through these canals, and quality parameters of wastewater were measured over time. The experimental setup was validated through consistent flow rates and multiple sampling points over 17 days, ensuring reliable data collection. Results showed that longer canals and higher zeolite content improved posttreatment efficiency. Chemical oxygen demand (COD) removal initially reached 45 % but decreased to below 10 % over time. Biochemical oxygen demand (BOD), total suspended solids (TSS), and total nitrogen (TN) removal rates were promising, with over 80 %, 70 %, and 50 % removal initially. TP was fully removed initially and remained at 70 % by the experiment's end. These findings are significant as they demonstrate ZPC's potential as an effective, low-cost post-treatment method for wastewater. The study highlights the importance of optimizing ZPC composition and canal length for maximum contaminant removal, while also identifying areas for improvement such as reducing cement content and implementing regular maintenance to enhance long-term performance. ELSEVIER 2214-7144 2024 68 10.1016/j.jwpe.2024.106408 Engineering; Water Resources hybrid WOS:001345868800001 https://www-webofscience-com.uitm.idm.oclc.org/wos/woscc/full-record/WOS:001345868800001 |
title |
Post-treatment of municipal wastewater using zeolite pervious concrete |
title_short |
Post-treatment of municipal wastewater using zeolite pervious concrete |
title_full |
Post-treatment of municipal wastewater using zeolite pervious concrete |
title_fullStr |
Post-treatment of municipal wastewater using zeolite pervious concrete |
title_full_unstemmed |
Post-treatment of municipal wastewater using zeolite pervious concrete |
title_sort |
Post-treatment of municipal wastewater using zeolite pervious concrete |
container_title |
JOURNAL OF WATER PROCESS ENGINEERING |
language |
English |
format |
Article |
description |
This study aimed to evaluate the effectiveness of Zeolite Pervious Concrete (ZPC) as a post-treatment method for improving discharged wastewater quality from the Parkand Abad Wastewater Treatment Plant (PAWWTP) with a focus on how varying ZPC compositions and canal lengths affect the removal of contaminants from wastewater. A large-scale prototype was constructed with eleven canals of varying lengths (1-3 m) filled with different ZPC mixtures, where limestone aggregate was partially replaced with zeolite (0-100 % by volume). Wastewater was continuously pumped through these canals, and quality parameters of wastewater were measured over time. The experimental setup was validated through consistent flow rates and multiple sampling points over 17 days, ensuring reliable data collection. Results showed that longer canals and higher zeolite content improved posttreatment efficiency. Chemical oxygen demand (COD) removal initially reached 45 % but decreased to below 10 % over time. Biochemical oxygen demand (BOD), total suspended solids (TSS), and total nitrogen (TN) removal rates were promising, with over 80 %, 70 %, and 50 % removal initially. TP was fully removed initially and remained at 70 % by the experiment's end. These findings are significant as they demonstrate ZPC's potential as an effective, low-cost post-treatment method for wastewater. The study highlights the importance of optimizing ZPC composition and canal length for maximum contaminant removal, while also identifying areas for improvement such as reducing cement content and implementing regular maintenance to enhance long-term performance. |
publisher |
ELSEVIER |
issn |
2214-7144 |
publishDate |
2024 |
container_volume |
68 |
container_issue |
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doi_str_mv |
10.1016/j.jwpe.2024.106408 |
topic |
Engineering; Water Resources |
topic_facet |
Engineering; Water Resources |
accesstype |
hybrid |
id |
WOS:001345868800001 |
url |
https://www-webofscience-com.uitm.idm.oclc.org/wos/woscc/full-record/WOS:001345868800001 |
record_format |
wos |
collection |
Web of Science (WoS) |
_version_ |
1818940498477318144 |