首页> 外文会议>ICECS 2010;International conference on environmental and computer science >Hyperhaline Municipal Wastewater Treatment of a Processing Zone by Pilot-Scale A/O MBR Part Ⅰ: Characteristics of Mixture Liquor and Organics Removal
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Hyperhaline Municipal Wastewater Treatment of a Processing Zone by Pilot-Scale A/O MBR Part Ⅰ: Characteristics of Mixture Liquor and Organics Removal

机译:中试A / O MBR处理某加工区的高盐度城市污水Ⅰ:混合液和有机物去除特性

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An integrated anoxic/aerobic membrane bio-reactor (A/O MBR) was designed to treat hyperhaline municipal wastewater from a processing zone of Tianjin, China. The characteristics of mixture liquor in MBR and removal performance of CODCr were studied, and the contribution of membrane and microbes to organic pollutant removal was evaluated and discussed. The experimental results show that MLSS and MLVSS had similar fluctuation and the ratio of MLVSS/MLSS was around 0.4. Settling characteristics of the sludge in aerobic zone was nice at the first more than one month operation and was deteriorated significantly after two month operation. The relative low MLVSS/MLSS ratio was due to the accumulation of large quantity of inert substance and inorganic matters since only once sludge discharge in the four-month investigation period and relative high inorganic substance in influent. The deterioration of sludge settling was caused by the accumulation of the SMP and EPS from microbe and high value of MLSS. The CODCr removal efficiency of the integrated A/O MBR system was 80%-95% during the four-month investigation period. Very good organic removal was mainly contributed to the microbial biodegradation. To ensure high-quality and stable effluent water, the contribution of membrane interception to activated sludge and insoluble organic matters cannot be neglected, especially under an unsatisfied biodegradation.
机译:设计了一个集成的缺氧/好氧膜生物反应器(A / O MBR)来处理来自中国天津加工区的高盐度城市污水。研究了MBR中混合液的特性和CODCr的去除性能,并评价和讨论了膜和微生物对有机污染物去除的贡献。实验结果表明,MLSS和MLVSS具有相似的波动,并且MLVSS / MLSS之比约为0.4。好氧区污泥的沉降特性在最初一个多月的运行中表现良好,并且在运行两个月后显着恶化。相对较低的MLVSS / MLSS比是由于在四个月的研究期内仅排放了一次污泥,而流入的无机物却相对较高,这是因为大量惰性物质和无机物的积累。污泥沉降的恶化是由于微生物中SMP和EPS的积累以及MLSS的高价值所致。在四个月的调查期内,集成式A / O MBR系统的CODCr去除效率为80%-95%。很好的有机去除主要是导致微生物的生物降解。为了确保高质量和稳定的废水,尤其是在生物降解不满意的情况下,不能忽略膜截留对活性污泥和不溶性有机物的影响。

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