Siman Renato R, Borges Alisson C, Ratusznei Suzana M, Rodrigues José A D, Zaiat Marcelo, Foresti Eugenio, Borzani Walter
Departamento de Hidráulica e Saneamento, Escola de Engenharia de São Carlos, Universidade de São Paulo, Av. Trabalhador São-Carlense, 400 CEP 13566-590, São Carlos-SP, Brazil.
J Environ Manage. 2004 Sep;72(4):241-7. doi: 10.1016/j.jenvman.2004.05.004.
The effect of organic loading on the performance of a mechanically stirred anaerobic sequencing biofilm batch reactor (ASBBR) has been investigated, by varying influent concentration and cycle period. For microbial immobilization 1-cm polyurethane foam cubes were used. An agitation rate of 500 rpm and temperature of 30+/-2 degrees C were employed. Organic loading rates (OLR) of 1.5-6.0gCODl(-1)d(-1) were applied to the 6.3-l reactor treating 2.0 l synthetic wastewater in 8 and 12-h batches and at concentrations of 500-2000mgCODl(-1), making it possible to analyze the effect of these two operation variables for the same organic loading range. Microbial immobilization on inert support maintained approximately 60 gTVS in the reactor. Filtered sample organic COD removal efficiencies ranged from 73 to 88% for organic loading up to 5.4gCODl(-1)d(-1). For higher organic loading (influent concentration of 2000mgCODl(-1) and 8-h cycle) the system presented total volatile acids accumulation, which reduced organics removal efficiency down to 55%. In this way, ASBBR with immobilized biomass was shown to be efficient for organic removal at organic loading rates of up to 5.4gCODl(-1)d(-1) and to be more stable to organic loading variations for 12-h cycles. This reactor might be an alternative to intermittent systems as it possesses greater operational flexibility. It might also be an alternative to batch systems suspended with microorganisms since it eliminates both the uncertainties regarding granulation and the time necessary for biomass sedimentation, hence reducing the total cycle period.
通过改变进水浓度和周期,研究了有机负荷对机械搅拌厌氧序批式生物膜间歇反应器(ASBBR)性能的影响。使用1厘米的聚氨酯泡沫立方体进行微生物固定化。搅拌速率为500转/分钟,温度为30±2摄氏度。在6.3升的反应器中,以1.5 - 6.0克化学需氧量/升·天(gCODl⁻¹d⁻¹)的有机负荷率处理2.0升合成废水,批次时间分别为8小时和12小时,进水浓度为500 - 2000毫克化学需氧量/升(mgCODl⁻¹),从而能够分析在相同有机负荷范围内这两个操作变量的影响。微生物在惰性载体上的固定化使得反应器中保持约60克总挥发性固体(gTVS)。对于高达5.4克化学需氧量/升·天(gCODl⁻¹d⁻¹)的有机负荷,过滤后样品的有机化学需氧量去除效率在73%至88%之间。对于更高的有机负荷(进水浓度为2000毫克化学需氧量/升且周期为8小时),系统出现总挥发性酸积累,导致有机物去除效率降至55%。通过这种方式,具有固定化生物质的ASBBR在有机负荷率高达5.4克化学需氧量/升·天(gCODl⁻¹d⁻¹)时显示出对有机物去除的高效性,并且对于12小时的周期,对有机负荷变化更稳定。该反应器可能是间歇系统的一种替代方案,因为它具有更大的操作灵活性。它也可能是微生物悬浮分批系统的一种替代方案,因为它消除了关于颗粒化的不确定性以及生物质沉淀所需的时间,从而缩短了总周期时间。