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Modeling and verification of selective sludge discharge as the controlling factor for aerobic granulation

机译:选择性污泥排放作为好氧制粒控制因素的建模与验证

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Mathematical simulation and laboratory experiments were conducted to investigate the controlling factor for aerobic sludge granulation. A model was used to describe the biomass dynamics during the granulation process. The simulation results indicate that the selective discharge of small and loose sludge flocs is the key controlling factor for granulation. In the experimental studies, tests were conducted with four batch column reactors (BCR) that were seeded with both activated sludge flocs and mature granules. Three different sludge discharge methods were tested, including unselective discharge of mixed sludge, selective discharge of small and slow-settling flocs, and selective discharge of settled dense sludge. The results show that mixed sludge discharge and discharge of dense sludge resulted in disappearance of granules from the reactors. Only selective discharge of small and slow-settling sludge flocs led to complete granulation. Small and loose sludge flocs were found to have a clear advantage over large and dense granules in substrate uptake. It can be concluded that selective discharge of loose flocs removes these competitors in suspended-growth mode from the reactors and makes the substrate more available for uptake and utilization by the biomass in attached-growth form, leading to granulation.
机译:通过数学模拟和实验室实验研究了好氧污泥颗粒化的控制因素。使用模型描述制粒过程中的生物量动态。模拟结果表明,小污泥和疏松污泥絮凝的选择性排放是造粒的关键控制因素。在实验研究中,使用四个分批反应器(BCR)进行了测试,这些反应器均接种了活性污泥絮凝物和成熟颗粒。测试了三种不同的污泥排放方法,包括非选择性排放混合污泥,选择性排放小且沉降缓慢的絮凝物以及选择性排放沉降的致密污泥。结果表明,混合污泥的排放和浓污泥的排放导致反应器中颗粒的消失。只有选择性地排出小且沉降缓慢的污泥絮凝物才能导致完全颗粒化。发现小而疏松的污泥絮凝物比大而致密的颗粒在底物吸收方面具有明显的优势。可以得出结论,松散的絮凝物的选择性排放以悬浮增长的方式从反应器中除去了这些竞争剂,并使底物更易于被附着增长形式的生物质吸收和利用,从而导致颗粒化。

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