Reconstruction of a constructed wetland with horizontal subsurface flow after 18 years of operation

The constructed wetland (CW) for 326 PE with horizontal subsurface flow at Kotenčice, Central Bohemia, Czech Republic, was built in 1994. Despite the relatively high efficiency of the CW, the filtration beds suffered from clogging, and therefore it was decided in 2011 to rebuild the whole system. Th...

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Veröffentlicht in:Water science and technology 2013-01, Vol.68 (5), p.1195-1202
Hauptverfasser: HUDCOVA, Tereza, VYMAZAL, Jan, DUNAJSKY, Michal Kriška
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container_title Water science and technology
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creator HUDCOVA, Tereza
VYMAZAL, Jan
DUNAJSKY, Michal Kriška
description The constructed wetland (CW) for 326 PE with horizontal subsurface flow at Kotenčice, Central Bohemia, Czech Republic, was built in 1994. Despite the relatively high efficiency of the CW, the filtration beds suffered from clogging, and therefore it was decided in 2011 to rebuild the whole system. The new treatment system was built as an experimental system consisting of four different combinations of horizontal and vertical beds. The major aim of the design was to determine the best hybrid combination which then could be used in the future for refurbishment of older horizontal flow CWs or for the new systems. The mechanical pretreatment consists of mechanical bar screens, a new Imhoff tank, and the original settling tank which has been converted into the accumulation tank from where the wastewater is pumped into the wetlands. The filters are planted with Phragmites australis, Phalaris arundinacea, Iris pseudacorus, Iris sibirica, Glyceria maxima and Lythrum salicaria in order to evaluate and compare various plant species' effect on the treatment process. The new technology includes a tertiary treatment which consists of a greenhouse with a photo-reactor for the cultivation of algae and hydroponic systems (residual nutrients removal), sludge reed-beds and a composting field.
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Despite the relatively high efficiency of the CW, the filtration beds suffered from clogging, and therefore it was decided in 2011 to rebuild the whole system. The new treatment system was built as an experimental system consisting of four different combinations of horizontal and vertical beds. The major aim of the design was to determine the best hybrid combination which then could be used in the future for refurbishment of older horizontal flow CWs or for the new systems. The mechanical pretreatment consists of mechanical bar screens, a new Imhoff tank, and the original settling tank which has been converted into the accumulation tank from where the wastewater is pumped into the wetlands. The filters are planted with Phragmites australis, Phalaris arundinacea, Iris pseudacorus, Iris sibirica, Glyceria maxima and Lythrum salicaria in order to evaluate and compare various plant species' effect on the treatment process. The new technology includes a tertiary treatment which consists of a greenhouse with a photo-reactor for the cultivation of algae and hydroponic systems (residual nutrients removal), sludge reed-beds and a composting field.</abstract><cop>London</cop><pub>International Water Association</pub><pmid>24037174</pmid><doi>10.2166/wst.2013.374</doi><tpages>8</tpages></addata></record>
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source MEDLINE; Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals
subjects Algae
Analysis methods
Applied sciences
Aquatic plants
Artificial wetlands
Bar screens
Beds (geology)
Chemical oxygen demand
Compost wetlands
Composting
Cultivation
Czech Republic
Design
Exact sciences and technology
Fluid filters
Freshwater plants
General purification processes
Glyceria maxima
Hydraulics
Hydroponics
Iris pseudacorus
Lythrum salicaria
Marshes
Natural water pollution
Nutrient removal
Nutrients
Phalaris arundinacea
Phragmites australis
Plant species
Pollution
Pretreatment
Reedbeds
Refurbishment
Sludge
Waste Disposal, Fluid - methods
Wastewater
Wastewaters
Water Purification - methods
Water treatment
Water treatment and pollution
Wetlands
title Reconstruction of a constructed wetland with horizontal subsurface flow after 18 years of operation
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