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Effect of aeration on steady-state conditions in non- and partially aerated low-loaded biofilter

机译:曝气对非曝气和部分曝气低负荷生物滤池稳态条件的影响

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Excessive growth of biomass and retention of solids associated with air bubbles lead to bed clogging, which affects the biofilters' performance. Two experiments were carried out in a submerged biofilter at the flow velocity of 0.5 m h~(-1), for an organic loading rate of 51 g C m~(-3) h~(-1) and a nitrogen loading rate of 13 g NH_4-N m~(-3) h~(-1), one with the biofilter not aerated, the other with the biofilter partially aerated. The results showed that the higher head losses occurred in the upper section of the biofilter, where there was a greater biomass development and a higher removal of organic carbon, ammonia and solids, with the maximum allowed head loss being reached in 16 and 8 days. In any case, the steady-state conditions were achieved after 2 days and were interrupted on the tenth day of experiment El and on the fifth day of experiment E2. This allowed defining different operating cycles that enabled an average organic removal rate of 12.7 g C m~(-3) h~(-1) (27 %) and an average ammonia removal rate of 1.1 g NH4-N m~(-3) h~(-1) (9 %) without aeration, and of 35.8 g C m~(-3) h~(-1) (76 %) and 6.3 g NH4-N m~(-3) h~(-1) (51 %) with aeration. Regardless of the aeration conditions, more than 90 % of TOC and NH4-N removal occurred in the upper section. After the backwashing cycle, the biofilter returned to steady-state conditions in 6 h (without aeration) and 7 h (with aeration).
机译:生物质过度生长和与气泡相关的固体滞留会导致床层堵塞,从而影响生物滤池的性能。在水下生物滤池中以0.5 mh〜(-1)的流速进行了两次实验,有机负载率为51 g C m〜(-3)h〜(-1),氮的负载率为13 g NH_4-N m〜(-3)h〜(-1),一个不带生物滤池的充气,另一个带部分生物滤池的充气。结果表明,较高的水头损失发生在生物滤池的上部,那里的生物量更大,有机碳,氨和固体的去除率更高,最大允许水头损失在16天和8天达到。无论如何,稳态条件在2天后达到并且在实验E1的第十天和实验E2的第五天被中断。这样就可以定义不同的操作周期,从而实现平均有机去除率12.7 g C m〜(-3)h〜(-1)(27%)和平均氨去除率1.1 g NH4-N m〜(-3 )h〜(-1)(9%)不充气,并且35.8 g C m〜(-3)h〜(-1)(76%)和6.3 g NH4-N m〜(-3)h〜( -1)(51%)充气。不论曝气条件如何,上部都发生了超过90%的TOC和NH4-N去除。在反冲洗周期之后,生物滤池在6小时(无曝气)和7小时(有曝气)后恢复到稳态状态。

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