摘要
膜法富氧曝气可以提高外置式膜生物反应器(RMBR)污水处理负荷,处理效果好,出水无色无味,固体悬浮物(SS)未检出,浊度小于0.1NTU,GOD去除率大于95%,氨氮去除率大于98%,满足中水回用标准.试验结果表明,用内径为2mm聚醚砜(PILS)中空纤维膜制作的RM—BR,长期稳定运行而未出现堵塞.增加跨膜压差(TMP)可以增加膜通量,当TMP超过适宜值后表现为通量与TMP无关的特性.提高膜面流速可以削弱污染层的形成,当超过适宜流速后也表现出通量与流速无关的特性.不同的污泥浓度(MESS)存在适宜的TMP和适宜膜面流速:当MLSS为2.2g/L、3.Ig/L、4.6g/L时,适宜的TMP为100kPa、80kPa、60kPa,膜面流速为0.6~0.9m/s.合适的反冲洗周期为40min,较佳的反冲洗程序为60s反洗+15s正向冲洗.反冲洗和化学清洗可分别使膜的通量恢复至新膜的78%和89%.300h的运行表现出较好的稳定性.
RMBR of the oxygen- enriched aeration with membranes enhanced the wastewater treatment load. The resulted effluent had low turbidity and no detectable SS. The removals of COD and ammonia nitrogen were up to 95 % and 98 % respectively, which meets the quality standard for the reuse of civil wastewater. Experimental results demonstrate that the system was stable in a scheduled time without plug- up by using 2 mm diameter PES hollow fiber membranes. Increasing trans - membrane pressure (TMP) resulted in an increase in flux, and the flux was independent of TMP above a critical value. Increasing flow velocity reduced the formation of the fouling layer, which was independent of flow velocity once it reached a critical value. For every MLSS, there was a suitable TMP and flow velocity. At the MLSS of 2.2,3.1, and 4.6 g/L, the suitable TMPs were 100,80, and 60 kPa respectively, and the suitable velocity was between 0.6 and 0.9 m/s. The optimal back- flush period was 40 mln, and the optimal back - flush procedure was to back - flush for 60 s then forward - flush for 15 s with the influent valve open. The flux was restored to about 78% and 89% of its original flux when back - flush and chemical cleaning were applied. The system exhibited excellent stability during a 300 hours running.
出处
《膜科学与技术》
CAS
CSCD
北大核心
2008年第5期62-67,共6页
Membrane Science and Technology
关键词
膜法富氧曝气
粗内径中空纤维膜
RMBR
操作条件
膜污染
oxygen enriched aeration with membrane
wide- diameter hollow fiber membrane
recirculated membrane bioreactor (RMBR)
operation conditions
membrane cleaning