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建立 UASB 配置厌氧膜生物反应器中固体突破的机制,以减轻污染。

Establishing the mechanisms underpinning solids breakthrough in UASB configured anaerobic membrane bioreactors to mitigate fouling.

机构信息

College of Environment, Zhejiang University of Technology, Hangzhou, 310014, China; Cranfield Water Science Institute, Vincent Building, Cranfield University, Bedfordshire, MK43 0AL, UK.

Cranfield Water Science Institute, Vincent Building, Cranfield University, Bedfordshire, MK43 0AL, UK.

出版信息

Water Res. 2020 Jun 1;176:115754. doi: 10.1016/j.watres.2020.115754. Epub 2020 Mar 26.

Abstract

In this study, the mechanisms for solids breakthrough in upflow anaerobic sludge blanket (UASB) configured anaerobic membrane bioreactors (AnMBRs) have been described to establish design parameters to limit membrane fouling. As the sludge blanket develops, two periods can be identified: (i) an initial progressive enhancement in solids separation provided through sludge blanket clarification, via depth filtration, which sustains downstream membrane permeability; and (ii) sludge blanket destabilisation, which imposed solids breakthrough resulting in a loss in membrane permeability. The onset of sludge blanket destabilisation was identified earlier in the flocculent AnMBR, which was ascribed to an increased gas production, caused by hydrolysis within the sludge blanket at extended solids residence time. Whilst hydrolysis also induced higher gas productivity within the granular AnMBR, solids breakthrough was not evidently observed during this period, and was instead only observed as the sludge blanket approached the UASB overflow. However, solids breakthrough was observed earlier for both reactors when treating wastewater with lower temperatures. This was explained through characterisation of the settling velocity of discrete particles from the sludge blanket of both MBRs; solids washout was evidenced to be induced by the increase in fluid viscosity with a reduction in temperature, which lowered terminal particle settling velocity. Nevertheless, particle settling velocity was comparable for particles from both sludge blankets. We therefore propose that the enhanced stability imparted by the granular AnMBR is due to the higher inertial force of the dense granular sludge. From this study, we suggest that similarly low levels of membrane fouling can be achieved within flocculent AnMBR by managing solids retention time to constrain sludge bed height and excess hydrolysis, together with adopting an upflow velocity based on particle buoyancy at the lowest expected operating temperature.

摘要

在本研究中,描述了上流式厌氧污泥床(UASB)配置厌氧膜生物反应器(AnMBR)中固体突破的机制,以建立设计参数来限制膜污染。随着污泥床的发展,可以识别出两个时期:(i)通过污泥床澄清,通过深度过滤提供的固体分离初始渐进增强,从而维持下游膜渗透性;(ii)污泥床失稳,导致固体突破,从而导致膜渗透性丧失。絮状 AnMBR 中更早地识别出污泥床失稳的开始,这归因于在延长的固体停留时间内,污泥床内水解导致气体产量增加。虽然水解也在颗粒状 AnMBR 内诱导了更高的气体生产率,但在此期间没有明显观察到固体突破,而是仅在污泥床接近 UASB 溢流时观察到。然而,当处理温度较低的废水时,两个反应器的固体突破都更早观察到。这通过对来自两个 MBR 的污泥床的离散颗粒的沉降速度进行了表征来解释;随着温度降低,流体粘度增加,导致固体冲洗,从而降低了最终颗粒沉降速度。然而,来自两个污泥床的颗粒的沉降速度是可比的。因此,我们提出颗粒状 AnMBR 赋予的增强稳定性归因于致密颗粒污泥的更高惯性力。从本研究中,我们建议通过管理固体停留时间来限制污泥床高度和过度水解,并采用基于最低预期操作温度下颗粒浮力的上向流速,在絮状 AnMBR 中同样可以实现低水平的膜污染。

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