首页> 外文会议>IWA(International Water Association) International Conference on Biofilm Systems; 20030914-18; Cape Town(ZA) >Difficulties in maintaining long-term partial nitritation of ammonium-rich sludge digester liquids in a moving-bed biofilm reactor (MBBR)
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Difficulties in maintaining long-term partial nitritation of ammonium-rich sludge digester liquids in a moving-bed biofilm reactor (MBBR)

机译:在移动床生物膜反应器(MBBR)中难以保持富氨污泥消化器液体的长期部分硝化

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Nitrogen can be eliminated effectively from sludge digester effluents by anaerobic ammonium oxidation (anammox), but 55-60% of the ammonium must first be oxidized to nitrite. Although a continuous flow stirred tank reactor (CSTR) with suspended biomass could be used, its hydraulic dilution rate is limited to 0.8-1 d~(-1) (30℃). Higher specific nitrite production rates can be achieved by sludge retention, as shown here for a moving-bed biofilm reactor (MBBR) with Kaldnes~® carriers on laboratory and pilot scales. The maximum nitrite production rate amounted to 2.7 gNO_2-Nm~(-2)d~(-1) (3 gO_2m~(-3)d~(-1), 30.5℃), thus doubling the dilution rate compared to CSTR operation with suspended biomass for a supernatant with 700 gNH_4-Nm~(-3). Whenever the available alkalinity was fully consumed, an optimal amount of nitrite was produced. However, a significant amount of nitrate was produced after 11 months of operation, making the effluent unsuitable for anaerobic ammonium oxidation. Because the sludge retention time (SRT) is relatively long in biofilm systems, slow growth of nitrite oxidizers occurs. None of the selection criteria applied - a high ammonium loading rate, high free ammonia or low oxygen concentration - led to selective suppression of nitrite oxidation. A CSTR or SBR with suspended biomass is consequently recommended for full-scale operation.
机译:可以通过厌氧铵氧化(厌氧氨)从污泥消化池废水中有效去除氮,但必须先将55-60%的铵氧化为亚硝酸盐。尽管可以使用带有悬浮生物质的连续流搅拌釜反应器(CSTR),但其水力稀释率限制为0.8-1 d〜(-1)(30℃)。通过污泥截留可以实现更高的亚硝酸盐比生产率,如此处所示的带有Kaldnes〜®载体的移动床生物膜反应器(MBBR)在实验室和中试规模上。最大亚硝酸盐产生速率为2.7 gNO_2-Nm〜(-2)d〜(-1)(3 gO_2m〜(-3)d〜(-1),30.5℃),因此与CSTR操作相比,稀释率提高了一倍用悬浮的生物质制备700 gNH_4-Nm〜(-3)的上清液。只要可利用的碱度被完全消耗,就会产生最佳量的亚硝酸盐。但是,运行11个月后,会产生大量的硝酸盐,使废水不适合进行厌氧铵氧化。由于生物膜系统中的污泥保留时间(SRT)相对较长,因此亚硝酸盐氧化剂的生长会缓慢。没有应用的选择标准-高铵负载率,高游离氨或低氧浓度-不会导致亚硝酸盐氧化的选择性抑制。因此,建议将具有悬浮生物质的CSTR或SBR进行全面操作。

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