French vertical flow treatment wetlands in a subtropical climate: Characterization of the organic deposit layer and comparison with systems in France

2020 ◽  
Vol 742 ◽  
pp. 140608
Author(s):  
Camila Maria Trein ◽  
Camille Banc ◽  
Kevin Maciejewski ◽  
Amanda de Moraes Motta ◽  
Rémy Gourdon ◽  
...  
2018 ◽  
Vol 642 ◽  
pp. 208-215 ◽  
Author(s):  
R. Lombard-Latune ◽  
L. Pelus ◽  
N. Fina ◽  
F. L'Etang ◽  
B. Le Guennec ◽  
...  

2020 ◽  
Vol 713 ◽  
pp. 136510 ◽  
Author(s):  
German Dario Martinez-Carvajal ◽  
Laurent Oxarango ◽  
Rémi Clément ◽  
Pascal Molle ◽  
Nicolas Forquet

2000 ◽  
Vol 2000 (1) ◽  
pp. 412-420 ◽  
Author(s):  
Robert W. Nairn ◽  
Matthew N. Mercer ◽  
Stephanie A. Lipe

2020 ◽  
Vol 82 (8) ◽  
pp. 1701-1709
Author(s):  
Rémi Lombard-Latune ◽  
Florent Leriquier ◽  
Chafatayne Oucacha ◽  
Lucas Pelus ◽  
Gérald Lacombe ◽  
...  

Abstract When implementing a sanitation system, the selection of treatment process can be difficult. Beyond removal efficiency and effluent concentrations, reliability should be taken into account. This study compares reliability of French vertical flow treatment wetlands (F-VFTW) with the four main decentralized wastewater treatment technologies in small communities in the French Overseas Territories (FOT). Analysis of 963 regulatory self-monitoring sampling campaigns performed on 213 wastewater treatment plants show that operational disruptions due to sludge loss and loss of nitrification are often reported for activated sludge technology; rotating biological contactors often suffer from weak settlement; facultative pond removal is limited by algae; and F-VFTW fulfills all the French regulatory objectives at a frequency of 90 to 95%. In addition, the data from this study are compared to a similar database from Brazil using a statistical approach (coefficient of reliability). Amongst the eight decentralized wastewater treatment technologies evaluated, F-VFTW appears to be the most appropriate for achieving the discharge standard with a reliability close to 95%. Its reliability to face both environmental (rainfall) and social (maintenance capacities) constraints is a key parameter.


2021 ◽  
Vol 232 (7) ◽  
Author(s):  
Hernán Ruiz-Ocampo ◽  
Katharina Tondera ◽  
Vlatka Katusic ◽  
Joëlle Paing ◽  
Pascal Molle ◽  
...  

2020 ◽  
Vol 153 ◽  
pp. 105912 ◽  
Author(s):  
Zhanna Grebenshchykova ◽  
Jacques Brisson ◽  
Florent Chazarenc ◽  
Yves Comeau

2019 ◽  
Vol 658 ◽  
pp. 178-188 ◽  
Author(s):  
G.D. Martinez-Carvajal ◽  
Laurent Oxarango ◽  
Jérôme Adrien ◽  
Pascal Molle ◽  
Nicolas Forquet

2005 ◽  
Vol 51 (9) ◽  
pp. 23-30 ◽  
Author(s):  
M. Uhl ◽  
U. Dittmer

Vertical flow treatment wetlands have been developed as very useful tools for treatment of combined sewage overflow. Several systems have been in operation for over 15 years. Based on recent research work, new technical guidelines now recommend systems with a drained filter of sand 0/2 mm and a throttled outflow. COD, NH4-N and SS removal rates of 85–99% can be expected from this type of filter. SS loadings that are too high and very long or frequent inundation affect the performance adversely. Information for successful long-term operation were derived from various existing plants.


2021 ◽  
Vol 232 (11) ◽  
Author(s):  
A. A. Ramírez-Ramírez ◽  
B. C. Sulbarán-Rangel ◽  
J. Jáuregui-Rincón ◽  
J. A. Lozano-Álvarez ◽  
J. A. Flores-de la Torre ◽  
...  

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