首页> 外文会议>WEFTEC 2011;Annual Water Environment Federation technical exhibition and conference >DYNAMIC LONGTERM IN-SERIES RESISTANCE MODELING AND ANALYSIS OF A SUBMERGED MEMBRANE BIOREACTOR USING A NOVEL FILTRATION MODE
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DYNAMIC LONGTERM IN-SERIES RESISTANCE MODELING AND ANALYSIS OF A SUBMERGED MEMBRANE BIOREACTOR USING A NOVEL FILTRATION MODE

机译:新型过滤模式的沉浸式生物膜反应器动态长期串联电阻建模与分析

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This study is focused on the physical filtration characteristics of a flatsheet membranebioreactor (MBR) operated under a novel filtration mode. The objective of this research wasto demonstrate the possibility of running a membrane bioreactor with high MLSSconcentration for prolonged periods without frequent blocking of the membranes. CurrentMBR designs mostly dictated by the manufacturers limit the level of MLSS that is taken as abasis for the design due to fouling problems. This restraint can be eliminated by applyinghigher shear rates and hence aeration intensity for the effective removal of cake layer fromthe surface of the membranes. A pilot scale MBR was setup at the inlet works of a domesticsewage treatment plant and was operated for 320 days. The system was operatedcontinuously with an MLSS concentration of 13,000-16,000 mg/L for 285 days without theneed for chemical cleaning. The apparent viscosity of the sludge was steady at 0.001 Pa.sthroughout the study except for the period when there was no sludge wastage and theresultant viscosity reached almost 0.004 Pa.s. Resistance components were experimentallydetermined and compared against the results of dynamic long-term simulations using the inseriesresistance model. It was found that cake resistance did not have major impact on thetotal resistance which was linked to the effective daily removal due to high shear rates.Intrinsic membrane resistance and fouling resistance were the main components contributingto total resistance having the fractions of 69% (R_m/R_t) and 30% (R_f/R_t) respectively.
机译:这项研究的重点是在新型过滤模式下运行的平板膜生物反应器(MBR)的物理过滤特性。这项研究的目的是证明有可能长时间运行具有高MLSS浓度的膜生物反应器而不会频繁地阻塞膜。当前的MBR设计主要由制造商决定,限制了由于结垢问题而被视为设计基础的MLSS水平。可以通过施加较高的剪切速率并因此消除曝气强度来消除这种约束,以有效地从膜表面去除滤饼层。在家庭污水处理厂的进水口设置了中试规模的MBR,运行了320天。该系统以MLSS浓度13,000-16,000 mg / L连续运行285天,无需化学清洁。在整个研究过程中,污泥的表观粘度一直稳定在0.001 Pa.s,除了没有污泥浪费并且结果粘度几乎达到0.004 Pa.s的时期。使用串联电阻模型通过实验确定电阻分量,并将其与动态长期仿真的结果进行比较。研究发现,滤饼阻力不会对总阻力产生重大影响,而由于高剪切速率,滤饼阻力与每日有效去除有关。内在膜阻力和结垢阻力是导致总阻力的主要成分,占总阻力的比例为69%(R_m / R_t)和30%(R_f / R_t)。

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