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Experimental study on application of the boundary layer theory for estimating steady aeration intensity of precoated dynamic membrane bioreactors

机译:边界层理论在预涂动态膜生物反应器稳态曝气强度估算中的应用研究

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摘要

This paper introduced an approach that used precoated dynamic membrane (PDM) formed from powder activated carbon (PAC) on common terylene filter cloth instead of the conventional MF/UF membrane to build a membrane bioreactor (MBR) for wastewater treatment. The influence of aeration intensity for the PDM stability and the performance of the precoated dynamic membrane bioreactor (PDMBR) for treating municipal wastewater were investigated. The results of the rheological behavior of activated sludge in MBR showed that this liquor was approximated to Newtonian fluid while MLSS was less than 8100 mg/L. From the view of the mechanism of PDM formation process, when the thickness of laminar flow boundary layer was equal to that of PDM, PDMBR would run steadily, and this aeration intensity was defined as steady aeration intensity (172 L/h), which was estimated through using the boundary layer theory in the Newtonian hydrodynamics. In order to confirm the validity of theoretical calculation according to the flat membrane boundary layer theory, transmembrane pressure and treatment performance were observed when aeration intensity by gradual regulation began with oxygen supply aeration intensity (3-5 mg/L), increased up to theoretical calculation results, then till PDM detached. During PDMBR steadily running (31 days), effluent COD was less than 12.5 mg/L and its average removal efficiency was 97.5, NH_4~+-N was less than 5.3 mg/L and its average removal efficiency was 76.1, while the transmembrane pressure just increased to 27 KPa. The results indicated that this operational mode could enhance the stability of PDMBR. During the late period, aeration intensity in practice in the range of 190-200 L/h was obtained. The experimental results concluded that application of the boundary layer theory in aeration intensity theoretical calculation was valid.
机译:本文介绍了一种在普通涤纶滤布上使用粉末活性炭(PAC)形成的预涂层动态膜(PDM)代替传统的MF/UF膜构建废水处理膜生物反应器(MBR)的方法。研究了曝气强度对PDM稳定性的影响,以及预涂动态膜生物反应器(PDMBR)处理城市污水的性能。活性污泥在MBR中的流变行为结果表明,该液近似于牛顿流体,而MLSS小于8100 mg/L。从PDM形成过程的机理来看,当层流边界层厚度等于PDM厚度时,PDMBR将稳定运行,该曝气强度定义为稳曝气强度(172 L/h),这是利用牛顿流体动力学中的边界层理论估算的。为了验证根据平膜边界层理论计算的有效性,从供氧通气强度(3-5 mg/L)开始逐渐调节通气强度,增加至理论计算结果,直至PDM脱落时,观察跨膜压力和处理性能。PDMBR稳定运行期间(31 d),出水COD小于12.5 mg/L,平均去除率为97.5%,NH_4~+-N小于5.3 mg/L,平均去除率为76。1%,而跨膜压力刚刚增加到 27 KPa。结果表明,这种操作模式可以增强PDMBR的稳定性。在后期,实际曝气强度在190-200 L/h范围内。实验结果表明,边界层理论在曝气强度理论计算中的应用是有效的。

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