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Influence of the suspended and attached biomass on the nitrification in a two submerged biofilters in series system

机译:悬浮和附着的生物质对串联系统中两个浸入式生物滤池中硝化的影响

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The performance and stability of a system formed by two submersed filters in series for removing organic matter, solids and ammonia nitrogen from urban wastewater were tested. The wastewater was pretreated through a fine screening (through a 1.5 mm sieve) and primary settlement, before entering the first filter. The hydraulic retention time (HRT) in both filters was adjusted to 2 hours. Superficial velocities of 1 m/h for the liquid and 8 m/h for the air were maintained throughout all the experiments. The averaged removal percentages of organic carbon and solids were the following: 84% of TSS, 85% of VSS, 88% of total GOD, 86% of soluble COD and 93% of total BOD5. Filter backwash was conducted when the observed head loss through the filter raised up to 1.2 m of water column. Substratum particles were sampled from both filters for measuring the concentration of retained biomass in the two forms: attached (as Volatile Attached Solids, VAS) and suspended (as Volatile Suspended Solids, VSS) biomass. The activity of these solids was also determined by closed respirometry assays, which revealed that the biomass retained between the substratum particles as suspended biomass showed much higher activity that the attached biomass. The suspended biomass retained in the filter was responsible for removing most of the soluble COD and ammonia, while most of the nitrite oxidizers were inside the biofilm. [References: 20]
机译:测试了由两个串联的潜水过滤器组成的系统的性能和稳定性,该系统用于去除城市废水中的有机物,固体和氨氮。在进入第一个过滤器之前,通过精细筛选(通过1.5毫米筛)和初步沉降对废水进行预处理。将两个过滤器中的水力停留时间(HRT)调整为2小时。在所有实验中,液体的表观速度保持在1 m / h,空气的表观速度保持在8 m / h。有机碳和固体的平均去除率如下:TSS的84%,VSS的85%,GOD的88%,可溶性COD的86%和BOD5的93%。当观察到的通过过滤器的水头损失升高到水柱高达1.2 m时,进行过滤器反冲洗。从两个过滤器中取样基质颗粒,以两种形式测量残留生物质的浓度:附着的(作为挥发性附着的固体,VAS)和悬浮的(作为挥发性悬浮的固体,VSS)生物质。这些固体的活性也通过封闭的呼吸测定法测定,结果表明,作为悬浮的生物质,保留在基质颗粒之间的生物质显示出比附着的生物质高得多的活性。保留在过滤器中的悬浮生物质负责除去大部分可溶性COD和氨,而大多数亚硝酸盐氧化剂则位于生物膜内部。 [参考:20]

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