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通过呼吸测量试验测定和评价处理实际污水的污泥减量系统中活性污泥生物量的动力学参数。

Determination and evaluation of kinetic parameters of activated sludge biomass from a sludge reduction system treating real sewage by respirometry testing.

机构信息

Faculty of Civil Engineering, Department of Environmental Engineering, Istanbul Technical University, TR, 34469, Istanbul, Turkey.

Faculty of Civil Engineering, Department of Environmental Engineering, Istanbul Technical University, TR, 34469, Istanbul, Turkey.

出版信息

J Environ Manage. 2019 Jun 15;240:303-310. doi: 10.1016/j.jenvman.2019.03.131. Epub 2019 Apr 3.

Abstract

Oxic-settling-anoxic (OSA) process is one of the promising variants that produces lower amounts of sludge and has been applied to aerobic and nutrient removal systems. The only consequence on this modification is that supplementary research is advisable to fully understand the mechanism, which eventually leads to the development of a more realistic model. This study evaluated the characteristics of an OSA process as a sludge reduction system by calibration of kinetic coefficients of ASM1 model with some modifications. A series of respirometric tests were designed for the assessment of microbial kinetics and for further clarification of sludge reduction mechanism. The calibration results depicted that the decay rate is the most variable kinetic parameter depending on the system configuration. It was determined that this kinetic coefficient increased significantly after the system was modified into OSA configuration while other model parameters were almost kept constant. This may be referred to a change either in the microbial population or in the metabolism of the community. The active biomass ratio in the CAS reactor was found to be around 75%, while it was almost 2 times lower in the side-stream reactor. All results led to a conclusion that OSA process is encouraging endogenous decay and consequently lowers biomass viability in the reactor and achieves excess sludge reduction in the system. All experimental results confirmed that side-stream reactor accelerates decay rate of the community and causes the introduction of sludge with low viability to the main reactor.

摘要

好氧-沉淀-缺氧(OSA)工艺是一种很有前途的变体,它产生的污泥量较少,已应用于好氧和营养去除系统。这种改进的唯一后果是,需要进行补充研究以充分了解该机制,这最终导致开发出更现实的模型。本研究通过对 ASM1 模型的动力学系数进行一些修改来校准,评估了 OSA 工艺作为污泥减量系统的特性。设计了一系列呼吸测量试验来评估微生物动力学,并进一步阐明污泥减量机制。校准结果表明,衰减率是最易变的动力学参数,取决于系统配置。确定在系统修改为 OSA 配置后,该动力学系数显著增加,而其他模型参数几乎保持不变。这可能是由于微生物种群或群落的新陈代谢发生了变化。在 CAS 反应器中,活性生物质比约为 75%,而在侧流反应器中几乎低了 2 倍。所有结果都得出结论,OSA 工艺鼓励内源性衰减,从而降低反应器中生物量的生存能力,并实现系统中过量污泥的减少。所有实验结果都证实,侧流反应器加速了群落的衰减速度,并导致低生存能力的污泥被引入主反应器。

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