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Purification capacity of a highly loaded laboratory scale tidal flow reed bed system with effluent recirculation
Author(s)
Date Issued
2004-09-01
Date Available
2011-09-30T16:00:32Z
Abstract
The purification capacity of a laboratory scale tidal flow reed bed system with final effluent recirculation at a ratio of 1:1 was investigated in this study. In particular, the four-stage reed bed system was heavily loaded with strong agricultural wastewater. Under the hydraulic and organic loading rates of 0.43 m3/m2.d and 1055 gCOD/m2.d, respectively, the average removal efficiencies obtained for COD, BOD5, SS, NH4-N and P were 77%, 78%, 66%, 62% and 38%, respectively. Even with the high loading rates, about 30% of NH4-N was converted into NO2-N and NO3-N from the mid-stage of the system where nitrification took place. The results suggest that the multi-stage reed bed system could be employed to treat strong wastewater under high loading, especially for the substantive mass removal of solids, organic matter and ammoniacal-nitrogen. Tidal flow combined with effluent recirculation is a favourable operation strategy to achieve this objective.
Sponsorship
Other funder
Other Sponsorship
EPSRC
Type of Material
Journal Article
Publisher
Elsevier
Journal
Science of the Total Environment
Volume
330
Issue
1-3
Start Page
1
End Page
8
Copyright (Published Version)
2004 Elsevier B.V.
Subject – LCSH
Agricultural wastes
Constructed wetlands
Nitrification
Biofilms
Language
English
Status of Item
Peer reviewed
ISSN
0048-9697
This item is made available under a Creative Commons License
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62-STOTEN-8309.pdf
Size
333.79 KB
Format
Adobe PDF
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