Pollice A, Giordano C, Laera G, Saturno D, Mininni G
CNR IRSA, Viale F. De Blasio 5-70123 Bari, Italy.
Water Res. 2007 Apr;41(8):1832-40. doi: 10.1016/j.watres.2007.01.022. Epub 2007 Feb 26.
Sludge physical characteristics play an important role in the operation of membrane bioreactors (MBR) due to their influence on filtration and their effects on handling of excess sludge. These systems are designed to maintain high solid concentrations, thus limiting sludge production and the related operational costs of the process. In this study, the sludge from a bench scale MBR operated for about 1 year with complete solid retention was investigated to assess its physical and rheological properties. Concentrations of mixed liquor suspended solids (MLSS) up to 24 gTSSL(-1) affected the diluted sludge volume index (DSVI), the capillary suction time (CST), the specific resistance to filtration (SRF) and the compressibility (s). The MBR sludge displayed similar dewatering properties of conventional waste activated sludge, suggesting that the upgrade of wastewater treatment plants with the MBR technology would not affect the behaviour of the dewatering equipment. The apparent viscosity was expressed as a function of the MLSS and the experimental data were interpreted by comparing different models. Ostwald model was chosen, and two equations for viscosity were proposed. The thixotropy of MBR sludge was also evaluated by measuring the reduced hysteresis area (rHa) and relating this parameter to the characteristics of the sludge. The evaluation of energy consumption for mixing evidenced that, under the tested conditions, the increase of solid concentration from 3 to 30 gTSSL(-1) resulted in a limited increase of energy requirements (25-30%).
污泥的物理特性对膜生物反应器(MBR)的运行具有重要作用,因为它们会影响过滤过程,并对剩余污泥的处理产生影响。这些系统旨在维持高固体浓度,从而限制污泥产量和该工艺的相关运营成本。在本研究中,对一个运行约1年且具有完全固体保留的实验室规模MBR中的污泥进行了研究,以评估其物理和流变特性。高达24 gTSSL(-1)的混合液悬浮固体(MLSS)浓度影响了稀释污泥体积指数(DSVI)、毛细吸水时间(CST)、比过滤阻力(SRF)和压缩性(s)。MBR污泥表现出与传统废弃活性污泥相似的脱水特性,这表明采用MBR技术升级污水处理厂不会影响脱水设备的性能。表观粘度表示为MLSS的函数,并通过比较不同模型对实验数据进行解释。选择了奥斯特瓦尔德模型,并提出了两个粘度方程。还通过测量减小的滞后面积(rHa)并将该参数与污泥特性相关联,对MBR污泥的触变性进行了评估。混合能耗评估表明,在测试条件下,固体浓度从3 gTSSL(-1)增加到30 gTSSL(-1)导致能量需求仅有限增加(25 - 30%)。