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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:通过先导式A / O MBR部分Ⅰ:混合物液和有机物去除特征的高卤素市污水处理

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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:集成的缺氧/好氧膜生物反应器(A / O MBR)被设计用于治疗高盐市政污水来自中国天津的加工区。在MBR混合物液体和化学需氧量的去除性能的特性进行了研究,并且膜和微生物与有机污染物去除的贡献进行了评价和讨论。实验结果表明,MLSS和MLVSS有相似的波动和MLVSS的比率/ MLSS约为0.4。在好氧区的污泥沉降性能是在第一个月以上操作不错,在两个术后一个月显著恶化。由于仅一次在四个月调查期间污泥排放和进水相对高的无机物质的相对低MLVSS / MLSS比率是由于惰性物质和无机物质的大量的积累。污泥沉降的劣化是由SMP的积累造成和EPS从微生物和MLSS的高值。在4个月的调查期间中,累计A / O MBR系统的CODcr除去效率为80%-95%。很好有机物的去除主要是促成了微生物降解。为了确保高质量和稳定的流出水,膜拦截活性污泥和不溶性有机物质的贡献是不能被忽略,特别是在未满足生物降解。

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