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Emprego de biofiltro de pedra para remoção de microalgas e sólidos suspensos de efluentes de lagoas de estabilização

机译:使用石头生物过滤器去除稳定塘废水中的微藻类和悬浮固体

摘要

This research evaluated the microalgae removal produced in a stabilization pond system using biofilters as post-treatment, besides characterizing the effluents of stabilization ponds and filters in relation to concentrations of algal biomass (chlorophyll a and suspended solids), organic matter (BOD and COD), total phosphorus, orthophosphate, pH and dissolved oxygen, and tried to correlate physicochemical parameters with chlorophyll "a". It was held at the Ponta Negra ETE which is constituted by three stabilization ponds, with a primary facultative pond and two of maturation. For the algae removal were used two submerged bio-filters: the filter FPF (Facultative Pond Filter), fed with facultative pond effluent; and the filter MPF (Maturation Pond Filter), fed with second maturation pond effluent. The filling material of both filters was predominantly gravel no. 2, although it contains portions of gravel no. 1 and no. 3. The filters operating conditions were bad, they were nearly 10 years without maintenance, without cleaning or removal of sludge since the time of its construction, and part of the filling material may be obstruct. Despite pooroperating conditions were obtained satisfactory results, in level of posttreatment. Removal efficiencies in relation to BOD and COD were 7 and 25% in FPF and 9 and 19% and in MPF, respectively. In relation to TSS efficiencies in MPF and FPF were 37 and 20%, respectively. As for the chlorophyll "a" removal, the FPF efficiency was 44% and the MPF was 40%. There was 50% of consumption of dissolved oxygen, on average, within the filters. Two profiles were performed in the filters, and it was possible to conclude that variations throughout the day were not statistically significant, and that, regardless of the time of collection, they would have the same representation comparing to the time of data collection (7 am) and the daily average, although individual variations throughout the day have been shown to be significant. Another important observation is that the correlations between Chlorophyll a and TSS were bigger and more significant in the effluent of the filters than in the effluent of the ponds
机译:这项研究评估了使用生物滤池作为后处理的稳定池系统中产生的微藻去除量,此外还表征了稳定池和滤池的废水与藻类生物质(叶绿素a和悬浮固体),有机物(BOD和COD)的浓度有关,总磷,正磷酸盐,pH和溶解氧,并试图将理化参数与叶绿素“ a”相关联。它在蓬塔内格拉ETE举行,该场由三个稳定池,一个主要兼性池和两个成熟池组成。为了去除藻类,使用了两个浸没式生物滤池:滤池FPF(兼性池滤池),装有兼性池污水;和过滤器MPF(成熟池过滤器),加入第二个成熟池污水。两个过滤器的填充材料主要是砾石编号。 2,尽管它包含碎石编号的一部分。 1,没有。 3.过滤器的工作条件很差,自建造之日起,已有近10年的时间,没有维护,也没有清洁或清除污泥,并且部分填充材料可能受阻。尽管操作条件较差,但后处理水平仍获得令人满意的结果。 FPF中BOD和COD的去除效率分别为7%和25%,MPF中的去除效率分别为9%和19%。与TSS相比,MPF和FPF的效率分别为37%和20%。至于叶绿素“ a”的去除,FPF效率为44%,MPF为40%。过滤器内平均有50%的溶解氧消耗。在过滤器中执行了两个配置文件,可以得出结论,一天中的变化在统计上并不显着,并且不管收集时间如何,与数据收集时间(上午7点)相比,它们具有相同的表示形式)和每日平均值,尽管已显示出一天中的个体差异很大。另一个重要的观察结果是,滤池流出物中的叶绿素a和TSS之间的相关性比池塘流出物中的更大,更显着

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