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A comprehensive review on rheological studies of sludge from various sections of municipal wastewater treatment plants for enhancement of process performance

机译:从城市污水处理厂各部分污泥流变研究综述,提高工艺性能

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Large quantities of sludge is generated from different sections of a wastewater treatment plant operation. Sludge can be a solid, semisolid or liquid muddy residual material. Understanding the flow behaviour and rheological properties of sewage sludge at different sections of a wastewater treatment plant (WVVTP) is important for the design of pumping system, mixing, hydrodynamics and mass transfer rates of various sludge treatment units, optimization of conditioning dose and for sustainable sludge management. The current article provides a comprehensive review on up to date literature information on rheological behaviour of raw primary sludge, excess activated sludge, thickened excess activated sludge, mixture of raw primary and thickened excess activated sludge (mixed sludge), digested sludge, and biosolid under the influence of different operating parameters and their impacts on process performance. The influences of various process parameters such as solid concentration, temperature, pH, floc particle size, primary to secondary sludge mixing ratio, aging and conditioning agent doses on the rheological behaviour of sludge from different treatment units of WW1Ps are critically analysed here. Yield stress was reported to increase with increasing solid concentration for all types of sludge whereas viscosity showed a decreasing trend with decreasing total solid concentration and percentage of thickened excess activated sludge in the mixture. Temperature showed an inverse relationship with yield stress and viscosity. Viscosity was reported to be decreased with decrease in pH. The effect of various conditioning agents on the rheological behaviour of sludge are also discussed here. The applicability and practical significance of various rheological models such as Bingham, Power Law (Ostwald), Herschel-Bulkley, Casson, Sisko, Careau, and Cross models to experimental rheological characteristics of various sludges were presented here. The reported results on various rheolog
机译:大量污泥是从废水处理厂操作的不同部分产生的。污泥可以是固体,半固体或液体泥浆残余材料。了解污水处理厂(WVVTP)不同段的污水污泥的流动行为和流变性能对于泵送系统的设计,各种污泥处理单元的混合,流体动力学和传质,调节剂量优化和可持续性的优化是重要的污泥管理。目前的文章对原发性污泥,过量活性污泥,增稠过量活性污泥,原始初级和加厚过量活性污泥(混合污泥的混合物),消化污泥和生物溶解和生物溶解和生物溶解和生物溶解和生物溶解和生物溶解和生物溶解(混合污泥),消化污泥和生物溶解的混合物和生物溶解和生物溶解的混合物和生物溶解和生物溶解和生物溶解和生物溶解的混合物和生物溶解和生物溶解的混合物和生物溶解和生物溶解剂的混合物,提供了全面的文献信息不同操作参数的影响及其对过程性能的影响。在此处分析了各种工艺参数的各种工艺参数,例如固体浓度,温度,pH,絮粒尺寸,初级污泥混合比,老化和调理剂对来自不同处理单元的污泥的流变行为进行抑制作用。据报道,屈服应激随着所有类型的污泥的固体浓度增加而增加,而粘度呈下降趋势,则在混合物中减少总固体浓度和增稠过量活性污泥的百分比。温度显示与屈服应力和粘度的反比关系。据报道粘度随着pH的降低而降低。这里还讨论了各种调理剂对污泥流变行为的影响。这里给出了各种流变模型的适用性和实践意义,如宾厄姆,权力法(OSTWALD),舍尔群岛,鲫鱼,Sisko,Careau和交叉模型,以实验到各种污泥的实验流变特征。据报道的结果是各种流变学

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