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On-site single-stage constructed wetland fed by raw wastewater: performances and resilience of the system

机译:由原料废水喂养的现场单级建造的湿地:系统的表演和弹性

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On-site sanitation systems in Europe are evaluated through a CE marked procedure done on a platform test under a specific schedule of loads. Nevertheless, the test procedure conditions do not represent the real conditions of treatment systems in terms of wastewater characteristics and loads. On another angle, in France, systems implemented for capacities above 20 p.e. do not need the CE marked procedure but have to comply with performance requirements. French on-site treatment regulations lead to a paradoxical situation where constructed wetlands (CW) designed for 21 p.e. can be more compact than for 15 p.e. Here we focus on a single-stage vertical flow CW treating raw wastewater from a six-person house. Working with a (compact) community CW design, the objectives were to evaluate, in real-world conditions, the limits of the system and its ability to handle the high hydraulic and organic load variations found in on-site sanitation. Concentrations and fluxes showed high inter-day and intra-day variability, confirming the necessity for treatment systems to be robust enough for on-site sanitation. The compact CW appeared very efficient and stable for organic pollutants and nitrification (average removal rates of more than 98%, 99%, 94% and 97% for TSS, BOD_(5), COD and TKN, respectively). Denitrification has been optimized to reach 70% of TN removal, but seems unable to go higher due to a lack of carbon.
机译:欧洲的现场卫生系统通过在平台测试下的CE标记程序下进行评估,在一个具体的负载时间表下进行。然而,测试程序条件在废水特性和负载方面不代表治疗系统的真实条件。在另一个角度,在法国,系统为20 p.e以上的容量而实施。不需要CE标记的程序,但必须遵守性能要求。法国现场治疗法规导致矛盾的情况,其中建造的湿地(CW)设计为21 p.e.可以比15 p.e更紧凑。在这里,我们专注于一个单级垂直流动CW,从六个人的房子处理原料废水。与(紧凑)社区CW设计合作,目标是在现实世界的条件下评估系统的限制及其处理现场卫生设施中发现的高液压和有机负载变化的能力。浓度和助熔剂显示出高日内和日内变异性,确认需要足够坚固的治疗系统的必要性,以便在现场卫生设施。 Compact CW对于有机污染物和硝化(平均除去率超过98%,99%,94%和97%,分别为TSS,BOD_(5),COD和TKN)非常高效且稳定。反硝化已被优化以达到70%的TN去除,但由于缺乏碳,似乎无法高得多。

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