Fernando Ernesto Ucker, R. A. Almeida, Pedro Daniel da Cunha Kemerich
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引用次数: 10
摘要
本研究旨在评价香根草(Vetiveria zizanioides L. Nash)在人工湿地处理系统中对废水中氮磷的去除效果。实验单元有12个处理模块,其中填充了衬底层。从底部到表面,放置以下材料:0.15 m的3号砾石;1号砾石0.10 m;水洗砂0.20 m, 1号砾石0.05 m。在模块内,废水保持在基质表面以下0.05 m或0.25 m处,水力滞留时间分别为3.4天和1.9天。进水废水被捕获在一个临时池塘的入口,并自动应用于每个处理模块的表面,表面施用量为51 l - m-2 - d-1。污水在系统中垂直渗透,在地下向下流动,直到它被捕获在模块底部的排水管中。分析了处理前后废水中总磷和总铵的浓度。测量了蒸散速率,并计算了去除污染物负荷的效率。结果以5%的概率提交给F和Tukey测试。在离地表0.05 m的地方进行植物和污水处理,对营养物的去除率更高,磷去除率达到90.5%,氨去除率达到93.9%。
Remoção de nitrogênio e fósforo do esgoto sanitário em um sistema de alagados construídos utilizando o capim vetiver
This study aimed to evaluate the Vetiver grass (Vetiveria zizanioides L. Nash) efficiency in removing nitrogen and phosphorus from the wastewater in a constructed wetlands treatment system. The experimental unit had twelve treatment modules, filled with layers of substrate. From the bottom to the surface, the following materials were placed: 0.15 m of gravel # 3; 0.10 m of gravel # 1; 0.20 m of washed sand and 0.05 m of gravel # 1. Inside the modules, the wastewater was maintained at 0.05 m or 0.25 m below the substrate surface, resulting in hydraulic retention times of 3.4 days and 1.9 days, respectively. The influent wastewater was captured in the entrance of a facultative pond, and it was applied to the surface of each treatment module, automatically, on a surface application rate of 51 L.m-2.d-1. The sewage percolated vertically in the system, in a sub-surface flow downward until it was captured in a drain pipe at the bottom of the module. The wastewater concentrations of total phosphorus and ammonium were analyzed before and after passing through the treatment modules. Evapotranspiration rates were measured and the efficiencies in removing the contaminant load were calculated. The results were submitted to F and Tukey tests, at 5% of probability. Treatment with the presence of the plant and sewage at 0.05 m from the surface had higher efficiency in the removal of nutrients reaching 90.5% of phosphorus removal and 93.9% for ammonia.