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Performance evaluation of planted and unplanted subsurface-flow constructed wetlands for the post-treatment of UASB reactor effluents

机译:UASB反应堆废水后处理的人工和非人工地下流人工湿地的性能评估

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A system comprised by a UASB (Upflow Anaerobic Sludge Blanket) reactor followed by two horizontal subsurface-flow constructed wetlands in parallel was evaluated for the treatment of the wastewater generated in the city of Belo Horizonte, Brazil (50 inhabitants each unit). One unit was planted (Typha latifolia) and the other was unplanted. Influent and effluent samples were collected for a period of seven months. The systems were able to produce final effluents with low concentrations of organic matter and suspended solids, but showed not to be efficient in the removal of nutrients. Mean effluent concentrations for the planted and unplanted units were, respectively: BOD: 15 and 19 mg/L; COD: 42 and 64 mg/L; TSS: 3 and 5 mg/L; TN: 27 and 33 mg/L; N-NH3: 25 and 29 mg/L; P Total: 1.2 and 1.5 mg/L. The planted wetland presented effluent concentrations and removal efficiencies significantly (Wilcoxon matched-pairs test, 5% significance level) better than the unplanted unit for most constituents. The study shows that horizontal subsurface-flow constructed wetlands can be effectively used as a post-treatment option for the effluent from UASB reactors.
机译:评估了一个系统,该系统由UASB(上流厌氧污泥毯)反应器和两个平行的水平地下流人工湿地组成,用于处理在巴西贝洛奥里藏特市产生的废水(每个单元50人)。种植了一个单位(香蒲),而另一个则未种植。收集进水和出水样品七个月。该系统能够生产出低浓度有机物和悬浮固体的最终废水,但显示出去除营养的效率不高。种植和未种植单位的平均出水浓度分别为:BOD:15和19 mg / L; BOD:15和19 mg / L。化学需氧量:42和64 mg / L; TSS:3和5 mg / L; TN:27和33 mg / L; N-NH3:25和29 mg / L; P合计:1.2和1.5 mg / L。对于大多数成分,已种植的湿地的废水浓度和去除效率显着优于未种植单元(Wilcoxon配对分析,显着水平为5%)。研究表明,水平地下流人工湿地可以有效地用作UASB反应器废水的后处理方案。

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