Treatment of segregated black/grey domestic wastewater using constructed wetlands in the Mediterranean basin: the zer0-m experience

被引:63
作者
Masi, F. [1 ]
El Hamouri, B. [2 ]
Shafi, H. Abdel [3 ]
Baban, A. [4 ]
Ghrabi, A. [5 ]
Regelsberger, M. [6 ]
机构
[1] IRIDRA Srl, I-50129 Florence, Italy
[2] Inst Agron & Vet Hassan II IAV, Dept Water Environm & Infrastruct, Rabat, Morocco
[3] Natl Res Ctr, Water Res & Pollut Control Dept, Cairo Dokki, Egypt
[4] Inst Environm, TUBITAK MRC ENVI, TR-41470 Gebze, Turkey
[5] Ctr Water Res & Technol CERTE, Lab Water Treatment & Recycling LTREU, Soliman 8020, Tunisia
[6] AEE INTEC Inst Sustainable Technol, A-8200 Gleisdorf, Austria
关键词
black water; grey water; hybrid constructed wetlands; reed beds; wastewater segregation; water reuse; MEMBRANE BIOREACTOR TECHNOLOGY; GREYWATER; SUBSTRATE;
D O I
10.2166/wst.2010.780
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
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 (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, N-tot, 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 (92-99%) 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.
引用
收藏
页码:97 / 105
页数:9
相关论文
共 22 条
[1]   Anaerobic digesters as a pretreatment for constructed wetlands [J].
Alvarez, J. A. ;
Ruiz, I. ;
Soto, M. .
ECOLOGICAL ENGINEERING, 2008, 33 (01) :54-67
[2]  
[Anonymous], 1994, STANDARD METHODS EXA, V16th
[3]  
APHA, 1985, STAND METH EX WAT WA
[4]   Membrane Bioreactor (MBR) treatment of segregated household wastewater for reuse [J].
Atasoy, Elif ;
Murat, Selda ;
Baban, Ahmet ;
Tiris, Mustafa .
CLEAN-SOIL AIR WATER, 2007, 35 (05) :465-472
[5]  
COOPER PF, 1993, CONSTRUCTED WETLANDS FOR WATER QUALITY IMPROVEMENT, P203
[6]   Water saving potential of domestic water reuse systems using greywater and rainwater in combination [J].
Dixon, A ;
Butler, D ;
Fewkes, A .
WATER SCIENCE AND TECHNOLOGY, 1999, 39 (05) :25-32
[7]   Anaerobic reactor/high rate pond combined technology for sewage treatment inthe Mediterranean area [J].
El Hafiane, F ;
El Hamouri, B .
WATER SCIENCE AND TECHNOLOGY, 2005, 51 (12) :125-132
[8]   Greywater treatment and recycling for toilet flushing: comparison of low and high tech treatment approaches [J].
El Hamouri, B. ;
Bey, I. ;
Ait Douch, A. ;
Ghazi, N. ;
Regelsberger, M. .
WATER PRACTICE AND TECHNOLOGY, 2008, 3 (02)
[9]   Experiences with dry sanitation and greywater treatment in the ecovillage Toarp, Sweden [J].
Fittschen, I ;
Niemczynowicz, J .
WATER SCIENCE AND TECHNOLOGY, 1997, 35 (09) :161-170
[10]  
Frazer-Williams R, 2008, INT J ENVIRON POLLUT, V33, P93, DOI 10.1504/IJEP.2008.018470