首页> 外文会议>International Symposium on Forest Industry Wastewater; 20030602-04; Seattle,WA(US) >Advanced treatment by anaerobic process followed by aerobic membrane bioreactor for effluent reuse in paper mill industry
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Advanced treatment by anaerobic process followed by aerobic membrane bioreactor for effluent reuse in paper mill industry

机译:厌氧工艺和好氧膜生物反应器的先进处理,可用于造纸厂的废水回用

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The operation of an activated sludge process at a paper mill (AIPM) in Hedera, Israel, was often characterized by disturbances. As part of a research and development project, a study on new biological treatment was initiated. The study included the operation of three pilot units: a. anaerobic treatment by upflow anaerobic sludge blanket (UASB); b. aerobic treatment by two pilot units including activated sludge and membrane bioreactor (MBR), which have been operated in parallel for comparison reasons. The pilot plant working on anaerobic treatment performed COD reduction from 2,365 to 755 mg/L, expressed as average values. Based on the pilot study, a full scale anaerobic treatment system has been erected. During a period of 100 days, after achieving steady state, the MBR system provided steady operation performance, while the activated sludge produced effluent characterized by oscillatory qualities. The following results, based on average values, indicate much lower suspended solids concentrations in the MBR effluent, 2.5 mg/L, as compared to 25 mg/L in the activated sludge. The ability to develop and maintain a concentration of over 11,000 mg/L of mixed liquor volatile suspended solids in the MBR enabled an intensive bioprocess at relatively high cell residence time. This study demonstrates that the anaerobic process, followed by aerobic MBR can provide effluent of high quality which can be considered for economic reuse in the paper mill industry.
机译:以色列Hedera一家造纸厂(AIPM)的活性污泥工艺操作通常具有干扰的特征。作为研究和开发项目的一部分,开始了有关新生物治疗的研究。该研究包括三个试点单位的运作:上流式厌氧污泥层(UASB)进行厌氧处理; b。由于比较原因,两个中试装置(包括活性污泥和膜生物反应器(MBR))进行了有氧处理。进行厌氧处理的中试工厂将COD从2365降低到755 mg / L,以平均值表示。根据初步研究,已经建立了一个完整的厌氧处理系统。在达到稳定状态后的100天内,MBR系统提供了稳定的运行性能,而活性污泥产生的废水具有振荡特性。基于平均值的以下结果表明,与活性污泥中的25 mg / L相比,MBR废水中的悬浮固体浓度低得多,为2.5 mg / L。在MBR中形成并维持混合液中挥发性悬浮物的浓度超过11,000 mg / L的能力使得能够在相对较高的细胞停留时间进行密集的生物过程。这项研究表明,厌氧工艺,然后进行好氧MBR,可以提供高质量的废水,可以考虑将其用于造纸工业中的经济再利用。

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