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Phosphorus removal in laboratory-scale unvegetated vertical subsurface flow constructed wetland systems using alum sludge as main substrate
Author(s)
Date Issued
2009-07
Date Available
2011-10-21T15:33:12Z
Abstract
This research has two eventual goals: (1) To optimize performance of subsurface constructed wetlands for removal of phosphorus (P) (2) To demonstrate that dewatered alum sludge (a by-product), can be reused as a constructed wetland substrate. To achieve these, alum sludge from a water treatment plant was characterized and used as main substrate in four experimental vertical sub-surface flow constructed wetland systems treating dairy farm wastewater. Results show that the alum sludge has suitable hydraulic characteristics (uniformity coefficient = 3.6) for use as a substrate, and in the batch studies, up to 48.6mg-P was removed by 1g of the alum sludge at a P concentration of 360mg-P/l and a dosage of 5g/l. Results from the experimental systems highlight the significant P removal ability of the alum sludge. However, the inclusion of pea gravel at the infiltrative surface of some of the systems had a negative effect on the P removal performance. Sequential P-fractionation results show that there was no significant increase in the easily extractable P, but for total P, there was significant increase, although this was found to decrease with depth. This study shows that the novel use of dewatered alum sludge can bring about high P removal in vertical subsurface flow constructed wetland systems.
Sponsorship
Other funder
Other Sponsorship
Environmental Protection Agency
Type of Material
Journal Article
Publisher
IWA Publishing
Journal
Water Science and Technology
Volume
60
Issue
2
Start Page
483
End Page
489
Copyright (Published Version)
IWA Publishing 2009
Subject – LCSH
Water treatment plant residuals
Constructed wetlands
Phosphorus--Absorption and adsorption
Dairy waste
Web versions
Language
English
Status of Item
Peer reviewed
ISSN
0273-1223
This item is made available under a Creative Commons License
File(s)
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Name
25-A-WST.pdf
Size
381.79 KB
Format
Adobe PDF
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