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Treatment of septage using lab-scale hybrid constructed wetland system
A lab based hybrid constructed wetland system (1.645 m2) consisting of sludge drying bed (0.135 m2), vertical sub-surface flow bed (0.58 m2), and horizontal sub-surface flow bed (0.93 m2) was operated for the treatment of septage. All the beds were filled with gravels of varied sizes (5-40 mm), sand...
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Published in: | Advances in environmental technology 2023-10, Vol.9 (4), p.322-328 |
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description | A lab based hybrid constructed wetland system (1.645 m2) consisting of sludge drying bed (0.135 m2), vertical sub-surface flow bed (0.58 m2), and horizontal sub-surface flow bed (0.93 m2) was operated for the treatment of septage. All the beds were filled with gravels of varied sizes (5-40 mm), sand (0.25 mm) and planted with Canna indica L. Average concentration in influent and effluent was observed as; BOD5 (2395.6±1196.4 and 41.87±8.9 mg/L), COD (7442± 7342.6 and 29.6±7.6 mg/L), TSS (4965.9±801.69 and 336.1±152.9 mg/L), TN (1774.8±693.5 and 55.7±13.7 mg/L), and Total P (849.3±237.7 and 7.05±3.5mg/L) during study period. Hybrid System was operated with high influent loads of BOD5 (175.2± 87.5 g m-2 d-1), COD (544.5±537 g m-2 d-1), TSS (363.3±58.6 g m-2 d-1), Total N (129.8±50.7 g m-2 d-1), NH4-N (7.8±1.1 g m-2 d-1), and Total P (62.1±17.4 g m-2 d-1), throughout the study period. Hybrid-CW has showed significant removal of BOD5 (99.1±0.3%), COD (99.7±0.3%), TS (98.2±6.8%), TSS (96.9±4.9%), Total N (98.4±0.4 %), NH4-N (94.8±0.1%), and Total P (99.6±0.1%) from the septage. Finally treated septage met effluent discharge standards for all parameters except BOD5. |
doi_str_mv | 10.22104/aet.2023.6251.1724 |
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All the beds were filled with gravels of varied sizes (5-40 mm), sand (0.25 mm) and planted with Canna indica L. Average concentration in influent and effluent was observed as; BOD5 (2395.6±1196.4 and 41.87±8.9 mg/L), COD (7442± 7342.6 and 29.6±7.6 mg/L), TSS (4965.9±801.69 and 336.1±152.9 mg/L), TN (1774.8±693.5 and 55.7±13.7 mg/L), and Total P (849.3±237.7 and 7.05±3.5mg/L) during study period. Hybrid System was operated with high influent loads of BOD5 (175.2± 87.5 g m-2 d-1), COD (544.5±537 g m-2 d-1), TSS (363.3±58.6 g m-2 d-1), Total N (129.8±50.7 g m-2 d-1), NH4-N (7.8±1.1 g m-2 d-1), and Total P (62.1±17.4 g m-2 d-1), throughout the study period. Hybrid-CW has showed significant removal of BOD5 (99.1±0.3%), COD (99.7±0.3%), TS (98.2±6.8%), TSS (96.9±4.9%), Total N (98.4±0.4 %), NH4-N (94.8±0.1%), and Total P (99.6±0.1%) from the septage. Finally treated septage met effluent discharge standards for all parameters except BOD5.</description><identifier>ISSN: 2476-6674</identifier><identifier>EISSN: 2476-4779</identifier><identifier>DOI: 10.22104/aet.2023.6251.1724</identifier><language>eng</language><publisher>Iranian Research Organization for Science and Technology (IROST)</publisher><subject>bod ; hybrid constructed wetland ; septage ; sludge drying bed ; wastewater</subject><ispartof>Advances in environmental technology, 2023-10, Vol.9 (4), p.322-328</ispartof><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,778,782,862,2098,27907,27908</link.rule.ids></links><search><creatorcontrib>Swati Singh</creatorcontrib><creatorcontrib>Pradeep Sharma</creatorcontrib><creatorcontrib>Anju Rani</creatorcontrib><creatorcontrib>Pratibha Naithani</creatorcontrib><title>Treatment of septage using lab-scale hybrid constructed wetland system</title><title>Advances in environmental technology</title><description>A lab based hybrid constructed wetland system (1.645 m2) consisting of sludge drying bed (0.135 m2), vertical sub-surface flow bed (0.58 m2), and horizontal sub-surface flow bed (0.93 m2) was operated for the treatment of septage. All the beds were filled with gravels of varied sizes (5-40 mm), sand (0.25 mm) and planted with Canna indica L. Average concentration in influent and effluent was observed as; BOD5 (2395.6±1196.4 and 41.87±8.9 mg/L), COD (7442± 7342.6 and 29.6±7.6 mg/L), TSS (4965.9±801.69 and 336.1±152.9 mg/L), TN (1774.8±693.5 and 55.7±13.7 mg/L), and Total P (849.3±237.7 and 7.05±3.5mg/L) during study period. Hybrid System was operated with high influent loads of BOD5 (175.2± 87.5 g m-2 d-1), COD (544.5±537 g m-2 d-1), TSS (363.3±58.6 g m-2 d-1), Total N (129.8±50.7 g m-2 d-1), NH4-N (7.8±1.1 g m-2 d-1), and Total P (62.1±17.4 g m-2 d-1), throughout the study period. Hybrid-CW has showed significant removal of BOD5 (99.1±0.3%), COD (99.7±0.3%), TS (98.2±6.8%), TSS (96.9±4.9%), Total N (98.4±0.4 %), NH4-N (94.8±0.1%), and Total P (99.6±0.1%) from the septage. Finally treated septage met effluent discharge standards for all parameters except BOD5.</description><subject>bod</subject><subject>hybrid constructed wetland</subject><subject>septage</subject><subject>sludge drying bed</subject><subject>wastewater</subject><issn>2476-6674</issn><issn>2476-4779</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><sourceid>DOA</sourceid><recordid>eNotjMtKAzEUQIMoWGq_wE1-YMbk5jVZSrFaKHRT10MeN3VkOlOSFOnfC9rVOZzFIeSZsxaAM_nisLbAQLQaFG-5AXlHFiCNbqQx9v7mWhv5SFalDJ5JaaADYRdkc8jo6gmnSudEC56rOyK9lGE60tH5pgQ3Iv26-jxEGuap1HwJFSP9wTq6KdJyLRVPT-QhubHg6sYl-dy8HdYfzW7_vl2_7prIha6NZJCCTbzzqMHpZCwoyYUJwbsuWqaE9Vox23EulNQWVeyE6ViK3OgYo1iS7f83zu67P-fh5PK1n93Q_4U5H3uX6xBG7C0EEYRM1gSUAoxPRiQVmA6Kc66l-AUuUFva</recordid><startdate>20231001</startdate><enddate>20231001</enddate><creator>Swati Singh</creator><creator>Pradeep Sharma</creator><creator>Anju Rani</creator><creator>Pratibha Naithani</creator><general>Iranian Research Organization for Science and Technology (IROST)</general><scope>DOA</scope></search><sort><creationdate>20231001</creationdate><title>Treatment of septage using lab-scale hybrid constructed wetland system</title><author>Swati Singh ; Pradeep Sharma ; Anju Rani ; Pratibha Naithani</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-d136t-402fc9f18be62a6f79254137ccba8d90539b650981135469e5d83780fd176ddd3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><topic>bod</topic><topic>hybrid constructed wetland</topic><topic>septage</topic><topic>sludge drying bed</topic><topic>wastewater</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Swati Singh</creatorcontrib><creatorcontrib>Pradeep Sharma</creatorcontrib><creatorcontrib>Anju Rani</creatorcontrib><creatorcontrib>Pratibha Naithani</creatorcontrib><collection>DOAJ Directory of Open Access Journals</collection><jtitle>Advances in environmental technology</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Swati Singh</au><au>Pradeep Sharma</au><au>Anju Rani</au><au>Pratibha Naithani</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Treatment of septage using lab-scale hybrid constructed wetland system</atitle><jtitle>Advances in environmental technology</jtitle><date>2023-10-01</date><risdate>2023</risdate><volume>9</volume><issue>4</issue><spage>322</spage><epage>328</epage><pages>322-328</pages><issn>2476-6674</issn><eissn>2476-4779</eissn><abstract>A lab based hybrid constructed wetland system (1.645 m2) consisting of sludge drying bed (0.135 m2), vertical sub-surface flow bed (0.58 m2), and horizontal sub-surface flow bed (0.93 m2) was operated for the treatment of septage. All the beds were filled with gravels of varied sizes (5-40 mm), sand (0.25 mm) and planted with Canna indica L. Average concentration in influent and effluent was observed as; BOD5 (2395.6±1196.4 and 41.87±8.9 mg/L), COD (7442± 7342.6 and 29.6±7.6 mg/L), TSS (4965.9±801.69 and 336.1±152.9 mg/L), TN (1774.8±693.5 and 55.7±13.7 mg/L), and Total P (849.3±237.7 and 7.05±3.5mg/L) during study period. Hybrid System was operated with high influent loads of BOD5 (175.2± 87.5 g m-2 d-1), COD (544.5±537 g m-2 d-1), TSS (363.3±58.6 g m-2 d-1), Total N (129.8±50.7 g m-2 d-1), NH4-N (7.8±1.1 g m-2 d-1), and Total P (62.1±17.4 g m-2 d-1), throughout the study period. Hybrid-CW has showed significant removal of BOD5 (99.1±0.3%), COD (99.7±0.3%), TS (98.2±6.8%), TSS (96.9±4.9%), Total N (98.4±0.4 %), NH4-N (94.8±0.1%), and Total P (99.6±0.1%) from the septage. Finally treated septage met effluent discharge standards for all parameters except BOD5.</abstract><pub>Iranian Research Organization for Science and Technology (IROST)</pub><doi>10.22104/aet.2023.6251.1724</doi><tpages>7</tpages><oa>free_for_read</oa></addata></record> |
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subjects | bod hybrid constructed wetland septage sludge drying bed wastewater |
title | Treatment of septage using lab-scale hybrid constructed wetland system |
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