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Ammonia and phosphorus removal in polishing ponds: a case study in Southeast Brazil

机译:抛光池中的氨和磷去除:以巴西东南部为例

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摘要

Ammonia and phosphorus removal were evaluated over four years monitoring of an experimental wastewater treatment plant in Brazil: initially a UASB reactor (real scale) + three shallow polishing ponds (pilot scale), afterwards a UASB + submerged aerated biofilter (BF) (real scale) + the same pond series. Shallow ponds (h < 0.90m) provided considerable ammonia removal, but phosphorus removal was somewhat poorer. An equation was derived for the estimation of ammonia pond effluent, based on the same assumptions of the well known Pano and Middlebrooks model. According to the experimental data, an effluent suitable for aquaculture should be achieved with retention time of 25 days.
机译:在对巴西的一家实验废水处理厂进行的四年监控中,评估了氨和磷的去除情况:最初是UASB反应器(实际规模)+三个浅抛光池(中试规模),然后是UASB +曝气生物滤池(BF)(实际规模) )+相同的池塘系列。浅水池(h <0.90m)可提供相当大的氨去除能力,但磷去除能力较差。基于众所周知的Pano和Middlebrooks模型的相同假设,得出了一个用于估算氨池出水的方程。根据实验数据,应在保留时间为25天的情况下获得适合水产养殖的废水。

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