Nitrogen removal by a combined subsurface vertical down-flow and up-flow constructed wetland system

A subsurface vertical up-flow followed by down-flow constructed wetland system was used to treat anaerobic digester effluent from pig-farm wastewater. The system consists of two beds connected in series and have equal size of 1.2 × 1.2 × 0.6 m (W × L × D). The first bed was planted with Typha angust...

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Main Authors: Suwasa Kantawanichkul, Kiattisak Pingkul, Hiroyuki Araki
Format: Book
Published: 2018
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http://cmuir.cmu.ac.th/jspui/handle/6653943832/60311
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Institution: Chiang Mai University
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spelling th-cmuir.6653943832-603112018-09-10T03:42:48Z Nitrogen removal by a combined subsurface vertical down-flow and up-flow constructed wetland system Suwasa Kantawanichkul Kiattisak Pingkul Hiroyuki Araki Earth and Planetary Sciences Environmental Science A subsurface vertical up-flow followed by down-flow constructed wetland system was used to treat anaerobic digester effluent from pig-farm wastewater. The system consists of two beds connected in series and have equal size of 1.2 × 1.2 × 0.6 m (W × L × D). The first bed was planted with Typha angustifolia and the second bed was planted with Cyperus alternifolius L. The wastewater with NH 3 -N and chemical oxygen demand (COD) concentration of approximately 300 mg l -1 was fed to the first bed which performed as a vertical up-flow bed and then passed to the second vertical down-flow bed and recirculated to the first bed with the recycle ratio of 1:1 to enhance nitrogen removal. The system was operated with the hydraulic loading rate (HLR) of 10, 20, 30 and 40 cm day -1 including recycled water to evaluate the capability of the system under high HLR. The results showed that the removal efficiencies of N and COD decreased when the system operated with higher HLR. The removal efficiency for NH 3 -N and COD was maximum at 10 cm day -1 (79 and 74% respectively). Nitrification was significant in vertical down-flow bed, denitrification in the up-flow bed at every HLR. The two-stage constructed wetland removed 96-98% of incoming total suspended solids (TSS) and the removal was not affected by high HLR. The removal efficiency of total phosphorus (TP) was low (24-27%) at all HLR. © 2008 Springer Netherlands. 2018-09-10T03:40:55Z 2018-09-10T03:40:55Z 2008-12-01 Book 2-s2.0-76049102973 10.1007/978-1-4020-8235-1_14 https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=76049102973&origin=inward http://cmuir.cmu.ac.th/jspui/handle/6653943832/60311
institution Chiang Mai University
building Chiang Mai University Library
country Thailand
collection CMU Intellectual Repository
topic Earth and Planetary Sciences
Environmental Science
spellingShingle Earth and Planetary Sciences
Environmental Science
Suwasa Kantawanichkul
Kiattisak Pingkul
Hiroyuki Araki
Nitrogen removal by a combined subsurface vertical down-flow and up-flow constructed wetland system
description A subsurface vertical up-flow followed by down-flow constructed wetland system was used to treat anaerobic digester effluent from pig-farm wastewater. The system consists of two beds connected in series and have equal size of 1.2 × 1.2 × 0.6 m (W × L × D). The first bed was planted with Typha angustifolia and the second bed was planted with Cyperus alternifolius L. The wastewater with NH 3 -N and chemical oxygen demand (COD) concentration of approximately 300 mg l -1 was fed to the first bed which performed as a vertical up-flow bed and then passed to the second vertical down-flow bed and recirculated to the first bed with the recycle ratio of 1:1 to enhance nitrogen removal. The system was operated with the hydraulic loading rate (HLR) of 10, 20, 30 and 40 cm day -1 including recycled water to evaluate the capability of the system under high HLR. The results showed that the removal efficiencies of N and COD decreased when the system operated with higher HLR. The removal efficiency for NH 3 -N and COD was maximum at 10 cm day -1 (79 and 74% respectively). Nitrification was significant in vertical down-flow bed, denitrification in the up-flow bed at every HLR. The two-stage constructed wetland removed 96-98% of incoming total suspended solids (TSS) and the removal was not affected by high HLR. The removal efficiency of total phosphorus (TP) was low (24-27%) at all HLR. © 2008 Springer Netherlands.
format Book
author Suwasa Kantawanichkul
Kiattisak Pingkul
Hiroyuki Araki
author_facet Suwasa Kantawanichkul
Kiattisak Pingkul
Hiroyuki Araki
author_sort Suwasa Kantawanichkul
title Nitrogen removal by a combined subsurface vertical down-flow and up-flow constructed wetland system
title_short Nitrogen removal by a combined subsurface vertical down-flow and up-flow constructed wetland system
title_full Nitrogen removal by a combined subsurface vertical down-flow and up-flow constructed wetland system
title_fullStr Nitrogen removal by a combined subsurface vertical down-flow and up-flow constructed wetland system
title_full_unstemmed Nitrogen removal by a combined subsurface vertical down-flow and up-flow constructed wetland system
title_sort nitrogen removal by a combined subsurface vertical down-flow and up-flow constructed wetland system
publishDate 2018
url https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=76049102973&origin=inward
http://cmuir.cmu.ac.th/jspui/handle/6653943832/60311
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