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A hydraulically optimized fluidized bed UF membrane reactor (FB-UF-MR) for direct treatment of raw municipal wastewater to enable water reclamation with integrated energy recovery

机译:一种液压优化的流化床UF膜反应器(FB-UF-MR),用于直接处理原始城市废水,以实现综合能源回收

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A hydraulically optimized pilot-scale fluidized bed ultrafiltration membrane reactor (FB-UF-MR) for water reclamation with integrated energy recovery was designed and operated for 576 days with raw municipal wastewater from a local wastewater treatment plant (WWTP). The design of the reactor and the fluidized bed flow regime were optimized by a computational fluid dynamic (CFD) model. By adopting a customized impact plate in the design, the recirculation flow rate could be reduced by approximately 38% lowering the energy demand significantly. Granular activated carbon (GAC) was used as fluidized medium and proved as successful fouling mitigation strategy, even at low concentrations of 1.7-3.3 g/L (based on total reactor volume) or 21-41 g/L (based on fluidized bed volume) as compared to previous studies. The optimal operational conditions of the FBUF-MR were identified at (i) a sustainable flux of 8-10 LMH, (ii) an optimal backwash flux of 1.2 times of the permeate flux, (iii) an operational cycle of 10 min consisting of 9 min filtration and 30-60 sec backwashing and optional 30 sec relaxation. Chemical cleaning was applied every 4-6 weeks during long-term operation. Main foulants of the wastewater matrix were identified by 3D-fluorescence excitation-emission matrix (3D-EEM) measurements coupled with parallel factor (PARAFAC) analysis suggesting that protein-like organic matter were the main constituent of the cake layer. The results of this study indicate that direct treatment of raw municipal wastewater with UF is a promising option. Thus, it is possible to concentrate C and N (in a subsequent treatment step) for improved energy recovery while facilitating water reclamation.
机译:液压优化的先导流化床超滤膜反应器(FB-UF-MR),采用集成能量回收,采用来自局部废水处理厂(WWTP)的原始城市废水576天。通过计算流体动态(CFD)模型优化了反应器和流化床流动状态的设计。通过在设计中采用定制的冲击板,可以显着降低再循环流量约38%,显着降低了能量需求。使用粒状活性炭(GAC)作为流化培养基,并被证明为成功的污垢缓解策略,即使在1.7-3.3g / L(基于总反应器体积)或21-41g / L(基于流化床体积)的低浓度)与之前的研究相比。在(i)(i)可持续的通量为8-10 lmH,(ii)渗透物通量的最佳反冲通量(iii)的最佳反冲通量(iii),(iii)由渗透物通量的最佳反冲通量(iii)为10分钟的操作周期9分钟过滤和30-60秒反洗,可选的30秒放松。在长期操作期间每4-6周施用化学清洁。通过与平行因子(PARAFAC)分析耦合的3D-荧光激发 - 发射基质(3D-EEM)测量来鉴定废水基质的主要污垢,表明蛋白质的有机物质是滤饼层的主要成分。本研究的结果表明,具有UF的原始城市废水的直接治疗是一个有前途的选择。因此,可以浓缩C和N(在随后的治疗步骤中),以改善能量回收,同时促进水循环。

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