Use of constructed wetland systems with Arundo and Sarcocornia for polishing high salinity tannery wastewater

Treatment of tannery wastewater is problematic due to high and variable concentrations of complex pollutants often combined with high salinity levels. Two series of horizontal subsurface flow constructed wetlands (CWs) planted with Arundo donax and Sarcocornia fruticosa were set up after a conventio...

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Veröffentlicht in:Journal of environmental management 2012-03, Vol.95 (1), p.66-71
Hauptverfasser: Calheiros, Cristina S.C., Quitério, Paula V.B., Silva, Gabriela, Crispim, Luís F.C., Brix, Hans, Moura, Sandra C., Castro, Paula M.L.
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Sprache:eng
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Zusammenfassung:Treatment of tannery wastewater is problematic due to high and variable concentrations of complex pollutants often combined with high salinity levels. Two series of horizontal subsurface flow constructed wetlands (CWs) planted with Arundo donax and Sarcocornia fruticosa were set up after a conventional biological treatment system operating at a tannery site. The aim of the CWs was polishing organics and nitrogen from the high salinity effluent (2.2–6.6 g Cl − L −1). Both plant species established and grew well in the CW. Arundo, however, had more vigorous growth and a higher capacity to take up nutrients. The CWs were efficient in removing COD and BOD 5 with removal efficiencies varying between 51 and 80% for COD (inlet: 68–425 mg L −1) and between 53 and 90% for BOD 5 (inlet: 16–220 mg L −1). Mass removal rates were up to 615 kg COD ha −1 d −1 and 363 BOD 5 kg ha −1 d −1. Removal efficiencies were 40–93% for total P, 31–89% for NH 4 + and 41–90% for Total Kjeldahl Nitrogen. CW systems planted with salt tolerant plant species are a promising solution for polishing saline secondary effluent from the tannery industry to levels fulfilling the discharge standards. ► High salinity tannery wastewater can successfully be treated in constructed wetlands. ► Arundo and Sarcocornia tolerate high salinity tannery wastewater. ► Removal efficiencies of up to 80% for COD (inlet: 68–425 mg L −1) were achieved. ► The effluent coming from the constructed wetlands fulfilled the discharge standards. ► For operational flexibility CW should be established with beds in series.
ISSN:0301-4797
1095-8630
DOI:10.1016/j.jenvman.2011.10.003