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The assessment of different operating strategies for minimising activated sludge deflocculation under temperature transient conditions

机译:评估在温度瞬变条件下将活性污泥反絮凝最小化的不同操作策略

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Three operating strategies were tested for decreasing activated sludge deflocculation due to temperature shifts from 30 to 45 C: magnesium sludge enrichment, increased sludge retention time (33 d), and spikes of an easily degradable substrate (methanol). The temperature shifts were conducted sequentially in 4 parallel lab-scale sequencing batch reactors (SBRs) treating kraft pulp mill effluent. Three SBRs operated at an SRT = 20 days, and in one of them the sludge was not manipulated, thus, serving as a reference SBR. The temperature shift was associated with decreased soluble chemical oxygen demand (SCOD) removals, decreased sludge settleability and substrate removal capacity, and increased effluent suspended solids (ESS) and turbidity levels. The shift also increased the sludge specific respiration rates and reduced the sludge substrate removal capacity. Sludge deflocculation was assessed as floc solubilisation (increased effluent SCOD levels) and floc fragmentation (increase in effluent solids smaller than 50 mum). Mg enrichment of the sludge and methanol spikes reduced the ESS levels (in 9 and 25%), and the three operating strategies decreased effluent turbidity (in 22-35%) compared to the maximum levels from the non-manipulated reactor (44 mg ESS/L). The stronger sludge floc structure achieved by magnesium enrichment and a high sludge age of 33 days was unsuccessful in significantly decreasing deflocculation. The mechanisms involved in sludge deflocculation require further fundamental research.
机译:测试了三种操作策略以减少由于温度从30到45 C的变化而导致的活性污泥絮凝:镁污泥富集,增加的污泥保留时间(33 d)和易降解的底物(甲醇)的峰值。温度变化是在处理牛皮纸制浆厂废水的4个并行实验室规模测序间歇反应器(SBR)中顺序进行的。三个SBR在SRT = 20天下运行,其中一个污泥未被处理,因此可以作为参考SBR。温度变化与减少的可溶性化学需氧量(SCOD)去除,污泥的沉降能力和底物去除能力降低以及污水中的悬浮物(ESS)和浊度增加有关。这种变化也增加了污泥的比呼吸速率,降低了污泥底物的去除能力。污泥的絮凝效果评估为絮凝物增溶(污水中SCOD含量增加)和絮凝物碎片化(废水中小于50毫米的固体含量增加)。与未操作的反应器的最高浓度(44 mg ESS)相比,污泥中的镁富集和甲醇峰值降低了ESS水平(分别为9%和25%),并且三种操作策略均降低了污水浊度(22-35%)。 / L)。通过镁富集获得的更强的污泥絮凝物结构和33天的高污泥龄无法显着减少反絮凝作用。污泥絮凝的机理需要进一步的基础研究。

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