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Water Science & TechnologyWST Vol 61 No 1 pp 97105 © IWA Publishing 2010 doi:10.2166/wst.2010.780
Treatment of segregated black/grey domestic wastewater using constructed wetlands in the Mediterranean basin: the zer0-m experience
F. Masi, B. El Hamouri, H. Abdel Shafi, A. Baban, A. Ghrabi and M. Regelsberger
IRIDRA Srl, Via Lorenzo il Magnifico 70, Florence 50129, Italy E-mail: fabio.masi@iridra.com
Department of Water Environment and Infrastructure, Institut Agronomique et Vétérinaire Hassan II (IAV), Rabat, Morocco E-mail: b.elhamouri@iav.ac.ma
Water Research & Pollution Control Department, National Research Centre, Cairo Dokki, Egypt E-mail: hshafywater@yahoo.com
TUBITAK-MRC ENVI, Environment Institute, Gebze Kocaeli, 41470, Turkey E-mail: ahmet.baban@mam.gov.tr
Centre of water researches and technologies (CERTE), Laboratory of water treatment and recycling (LTREU), BP. 273, Soliman 8020, Tunisia E-mail: ahmed.ghrabi@certe.rnrt.tn
AEE INTEC Institute for sustainable technology, PO BOX 212, Feldgasse, 19, Gleisdorf A-8200, Austria E-mail: m.regelsberger@aee.at
ABSTRACT
Concerns about water shortage and pollution have received increased attention over the past few years, especially in developing countries with warm climate. In order to help local water management in these countries, the Euro-Mediterranean Regional Programme (MEDA) has financed the Zer0-m project ( E-mail: www.zer0-m.org). As a part of this project, several constructed wetland (CW) pilot systems with different pre-treatments have been implemented in four Technological Demonstration Centres in Egypt, Morocco, Tunisia and Turkey. The aim of this research was to establish appropriate designs for treatment of segregated domestic black (BW) and grey water (GW). We tested several different multistage CW configurations, consisting of horizontal and vertical subsurface flow CW for secondary treatment and free water systems as tertiary stage. CW removal efficiencies of TSS, COD, BOD5, N‐NH4+, N‐NO3-, Ntot, total coliforms (TC) were evaluated for each of the implemented systems. The results from this study demonstrate the potential of CWs as a suitable technology for treating segregated domestic wastewater. A very efficient COD reduction (up to 98%) and nitrification (9299%) was achieved for BW and GW in all systems. CW effluent concentrations were below 15 mg/L for BOD5, 1 mg/L for N‐NO3- and 0.5 mg/L for N‐NH4+ together with acceptable TC counts. Based on these results, we suggest adopting the design parameters used in this study for the treatment of segregated wastewater in the Mediterranean area.
Keywords: black water; grey water; hybrid constructed wetlands; reed beds; wastewater segregation; water reuse
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