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Reuse of alum sludge for phosphorus removal from municipal wastewater

机译:再利用明矾污泥去除市政废水中的磷

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In this study, the efficiency of alum sludge for removing phosphorus from synthetic and municipal wastewater (MWW) was investigated. Orthophosphorus (OP) and condensed phosphorus (CP) were used as model pollutants. Alum sludge (A and B) from two local treatment plants was collected, dewatered, dried, and processed before use. Batch experiments were performed to determine OP and CP removal under equilibrium conditions. Sludge dose, contact time, and pH were optimized for both sludges. Adsorption efficiencies of OP and CP were determined by using Langmuir and Freundlich adsorption isotherm models. The maximum adsorption capacity (Q(o)) for sludge A was found to be 4.86mg/g for OP, and 4.21mg/g for CP at 12g/L of sludge dose, 90min of contact time, and pH 4. For sludge B, Q(o) was 1.58mg/g for OP and 4.71mg/g for CP at 30g/L of sludge dose, 80min of contact time, and pH of 5.5. Results showed that pH of wastewater significantly affected adsorption capacity and better removal was achieved within pH range of 4.0-5.5. Optimized conditions for sludge A and B were applied on MWW which provided over 90% of OP and 70-80% of CP removal. Sludge B performed better than sludge A in case of domestic wastewater. This study concluded that alum sludge as being a great resource for phosphorus removal from wastewater, and could be applied to streams feeding water supply reservoirs for prolonged oligotrophic conditions.
机译:在这项研究中,研究了铝制污泥从合成废水和市政废水(MWW)中去除磷的效率。正磷(OP)和浓缩磷(CP)被用作模型污染物。在使用之前,对来自两家当地处理厂的明矾污泥(A和B)进行了收集,脱水,干燥和处理。进行批处理实验以确定平衡条件下的OP和CP去除。对两种污泥均优化了污泥剂量,接触时间和pH。通过使用Langmuir和Freundlich吸附等温线模型确定OP和CP的吸附效率。在12g / L的污泥剂量,90min的接触时间和pH值为4的条件下,对污泥A的最大吸附容量(Q(o))对于OP为4.86mg / g,对于CP为4.21mg / g。 B,在30g / L的污泥剂量,80分钟的接触时间和pH值为5.5的情况下,OP的Q(o)为1.58mg / g,CP的Q(o)为4.71mg / g。结果表明,废水的pH值显着影响吸附能力,在4.0-5.5的pH范围内去除效果更好。污泥A和B的优化条件应用于MWW,可提供90%以上的OP和70-80%的CP去除。对于生活污水,污泥B的性能优于污泥A。这项研究得出的结论是,明矾污泥是从废水中去除磷的重要资源,可用于长期贫营养条件下的给水给水库供水。

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