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Development of biological filter as tertiary treatment for effective nitrogen removal: Biological filter for tertiary treatment

机译:开发用于第三级处理的生物滤池以有效脱氮:用于第三级处理的生物滤池

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摘要

A biological filtration process applicable to tertiary treatment of sewage for effective nitrogen removal was developed. It consisted of a nitrification filter (Filter 1) and/or a polishing filter with anoxic and oxic parts (Filter 2). A pilot plant set at a municipal sewage treatment plant was operated for 525 d with feed of real sewage. The maximum apparent nitrification rate in Filter 1 in winter was 0.54kgN/m~3- filter-bed d. In Filter 2, the maximum denitrification capacity was 4kgN/m~3 filter-bed d) in winter. SS was stably removed and high transparency water was obtained. The target water quality (SS, BOD, and T-N ≤ 5 mg/L) was accomplished in winter with the LV of 202 m/d in Filter 2, which corresponds to 0.24 h of HRT. These results proved that this process is compact, stable, convenient to install, and cost effective to build and operate as tertiary treatment to remove nitrogen effectively.
机译:开发了一种适用于污水的三次处理以有效脱氮的生物过滤工艺。它由硝化过滤器(过滤器1)和/或带有缺氧和有氧部件的抛光过滤器(过滤器2)组成。设置在市政污水处理厂的中试装置运行了525天,并注入了真实的污水。冬季滤池1的最大表观硝化速率为0.54kgN / m〜3滤床d。在滤池2中,冬季最大反硝化能力为4kgN / m〜3滤池d)。稳定地除去SS,获得高透明性的水。在冬季达到目标水质(SS,BOD和T-N≤5 mg / L)时,过滤器2的LV为202 m / d,相当于HRT的0.24 h。这些结果证明,该方法紧凑,稳定,易于安装,并且能够有效地构建并作为第三级处理来有效去除氮。

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