Reuse of ultrafiltered effluents for crop irrigation: On-site flow cytometry unveiled microbial removal patterns across a full-scale tertiary treatment

2020 ◽  
Vol 718 ◽  
pp. 137298 ◽  
Author(s):  
Pompilio Vergine ◽  
Stefano Amalfitano ◽  
Carlo Salerno ◽  
Giovanni Berardi ◽  
Alfieri Pollice
2003 ◽  
Vol 37 (11) ◽  
pp. 2645-2653 ◽  
Author(s):  
Joan Garcı́a ◽  
Joan Vivar ◽  
Maria Aromir ◽  
Rafael Mujeriego

2010 ◽  
Vol 113-116 ◽  
pp. 1189-1194
Author(s):  
Yong Ming Wu ◽  
Jin Bao Wan ◽  
Ji Hai Xiong ◽  
Shun Fa Wang ◽  
Ping Gu

A full-scale integrated system of the IOC-SBBR and CWs for the biological treatment of livestock wastewater was carried out in this study, the combined IOC-SBBR process had the removal rates of COD, NH4+-N, TN reached 96.5%, 89% and 81.1%, respectively. CWs were used for the further tertiary treatment of livestock wastewater, which the average removal rate of the NH4+-N and TN was 61.3% and 60.2%, the overall integrated system was superior to the direct anaerobic or aerobic process for the treatment of large-scale livestock wastewater, would provide the valuable design and operation for the livestock wastewater treatment plants.


2004 ◽  
Vol 25 (5) ◽  
pp. 565-576 ◽  
Author(s):  
L. Travieso ◽  
E. Sánchez ◽  
R. Borja ◽  
F. Benítez ◽  
F. León ◽  
...  

2008 ◽  
Vol 193 (1-4) ◽  
pp. 15-24 ◽  
Author(s):  
E. Meers ◽  
F. M. G. Tack ◽  
I. Tolpe ◽  
E. Michels

1997 ◽  
Vol 35 (5) ◽  
pp. 223-230 ◽  
Author(s):  
Monika Schönerklee ◽  
Ferdinand Koch ◽  
Reinhard Perfler ◽  
Raimund Haberl ◽  
Johannes Laber

In Strengberg, Lower Austria, a vertical flow reed bed system (gravel/sand) was chosen as a new type of tertiary treatment which was designed as a full scale pilot plant with various possibilities of operational use. The surface of the vertical flow pilot plant amounts to about 600 m2 and is divided into four beds whereby two different depths of substrate are used. The application of the conventional plant effluent is carried out in intermittent flushes and at changeable time intervals. Final nitrification and partial denitrification and elimination of phosphorus are the main goals to be achieved. In the framework of the present research project the load limits will be determined by gradually raising the influent load. The efficiency and operational reliability within the whole year period (summer/winter) are considered to be an important factor for establishing general dimensioning approaches. The pilot plant has been in operation for more than one year now. Different operational stages up to a hydraulic load of 1.3 m2.p.e.−1 (i.e. 0.75 m2.p.e.−1) were carried out. The average chemical oxygen demand (COD) of the reed bed effluents varied from 1 to 20 mg.1−1. Not surprisingly the ammonium (NH4-N) results showed more variation. Results, thus far, indicate NH4-N removal efficiencies between 40% and 90%.


1983 ◽  
Vol 75 (4) ◽  
pp. 199-204 ◽  
Author(s):  
Lawrence Y.C. Leong ◽  
David G. Argo ◽  
R. Rhodes Trussell

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