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Onsite one stage constructed wetland fed by raw wastewater: performances and resilience of the system
Vivien Dubois, Pascal Molle

Onsite one stage constructed wetland fed by raw wastewater: performances and resilience of the system

Author / Organization:
Science & Mathematics Published 2017 Verification Pending

Overview & Synopsis

Onsite sanitation systems in Europe are evaluated through a CE Marked procedure done on a platform test under a specific schedule of loads (EN 12566). Nevertheless this test procedure conditions does not represent the real conditions of treatment systems in term of wastewater characteristics and loads. On another angle, in France, systems implemented for capacities above 20 p.e. do not need CE marked procedure but have to comply with performances requirements. For constructed wetlands, it leads to a situation where design for 21 p.e. can be more compact than for 15 p.e.. Some companies have fulfil CE marked procedure for one stage vertical flow constructed design between 1.2 and 2 m² per capita to implement more compact system. This study aims at evaluating, under real conditions the behaviour of a one stage unsaturated/saturated vertical flow constructed wetlands (as designed for small communities, Pringent et al., 2013; Silveira et al., 2015) and fed by raw wastewater (no septic tank). The objectives were to evaluate performances, robustness and resilience of the system when facing load variations and determine possible limits of the system.

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Document Information

Document Title Onsite one stage constructed wetland fed by raw wastewater: performances and resilience of the system
Author / Organization Vivien Dubois, Pascal Molle
Subject & Discipline Multidisciplinary Academic Open Research
Categories Science & Mathematics
Publication Year 2017
License / Rights Open Access / Creative Commons
Resource Verification Listed PDF (Verification Pending)
Original Host Website HAL Open Science (hal.science)
File Format application/pdf (Portable Document Format)
Language EN
Catalog ID DOC-100843
Original Source Link Visit Source Page on hal.science »