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首页> 外文期刊>Desalination: The International Journal on the Science and Technology of Desalting and Water Purification >Performance of membrane bioreactor system with sludge ozonation process for minimization of excess sludge production
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Performance of membrane bioreactor system with sludge ozonation process for minimization of excess sludge production

机译:具有污泥臭氧化工艺的膜生物反应器系统的性能,可最大程度地减少剩余污泥的产生

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This study investigated the effects of sludge ozonation on excess sludge minimization and enhancement of nutrient removal in membrane bioreactor (MBR). Two modified Ludzack-Ettinger (MLE) type MBR system were operated in parallel with or without a batch-type sludge ozonation process. A flat type microfiltration membrane (pore size 0.4 mum) was used. The specific ozone dosage was set at 0.1 gO_3/gSS. In the control run (without sludge ozonation), the daily sludge production was about 1.04 g/d. However, in the ozone run (with sludge ozonation), the daily sludge production was negligible. In addition, the MLSS concentrations and the volatile fraction of MLSS in the reactor maintained constant around 8,000 mg/L and 0.75, respectively, without excess sludge. The concentration of effluent was maintained at a satisfactory level in both runs. Furthermore, the MBR system with sludge ozonation process showed relatively better nutrient removal than without sludge ozonation. It revealed that ozonated sludge might be completely degraded in the reactor and effectively used as a carbon source. During the operation, the transmembrane pressure was maintained lower than 10 kPa under 0.36 m/d of flux regardless of presence of sludge ozonation. Application of sludge ozonation to the MBR system was significantly effective for minimization of excess sludge production as well as for enhancement of nutrient removal.
机译:这项研究调查了污泥臭氧化对膜生物反应器(MBR)中过量污泥最小化和增强营养去除的影响。两个改进的Ludzack-Ettinger(MLE)型MBR系统在有或没有分批式污泥臭氧化工艺的情况下并行运行。使用扁平型微滤膜(孔径0.4μm)。臭氧的特定剂量设定为0.1gO 3 / gSS。在对照实验中(无污泥臭氧化),每日污泥产量约为1.04 g / d。但是,在臭氧运行(污泥臭氧化)中,每日污泥产量可忽略不计。此外,反应器中MLSS的浓度和MLSS的挥发性分数分别保持恒定在8,000 mg / L和0.75左右,没有过多的污泥。在两次运行中,废水的浓度均保持在令人满意的水平。此外,具有污泥臭氧化过程的MBR系统显示出比没有污泥臭氧化过程更好的营养去除效果。结果表明,臭氧污泥可能在反应器中完全降解,并有效地用作碳源。在操作过程中,在0.36 m / d的通量下,跨膜压力保持在10 kPa以下,而与是否存在污泥臭氧化无关。将污泥臭氧化处理应用于MBR系统对于最小化剩余污泥的产生以及增强营养物的去除非常有效。

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