Bi Dongsu, Guo Xiaopin, Cai Zhihong, Yu Zhen, Wang Dingmei, Wang Yueqiang
a Environmental Research Institute of Shanghai Institute of Technology , Shanghai 200235 , People's Republic of China.
Environ Technol. 2015 Jan-Feb;36(1-4):455-62. doi: 10.1080/09593330.2014.952341. Epub 2014 Aug 28.
The potential function of combining magnetic field (MF) pretreatment with cationic polyacrylamide (CPAM) additive on enhancing the dewaterability of waste-activated sludge was investigated in the present work. Two reactors were involved in a specially designed experimental apparatus, one of which was built with MF accessories. Several parameters were conducted, including CPAM dosages, MF strengths and processing times, respectively. Capillary suction time (CST) and specific resistance to filtration (SRF) were used to evaluate sludge dewaterability. Extracellular polymeric substances (EPS) concentration was also determined in an attempt to identify the observed changes in dewaterability. It was indicated by the results that both CPAM conditioning and MF pretreatment on sludge can lower CST and SRF values. However, subjecting to a combination of MF pretreatment and CPAM conditioning, sludge dewaterability was significantly enhanced beyond the level observed of CPAM addition alone. The lowest CST and SRF values of 36.5 s and 0.75×10(12) m kg(-1), respectively, were obtained when sludge was co-conditioned by CPAM (at a dosage of 40 mg L(-1)) and MF (at an induction of 40 mT) for 30 min, suggesting the optimal condition for enhancing sludge dewaterability. It is also shown from the significant correlations between EPS, protein, polysaccharide and CST/SRF that the increment of EPS concentration in sludge supernatant may be the major reason for the enhancement of dewaterability.
本研究探讨了磁场(MF)预处理与阳离子聚丙烯酰胺(CPAM)添加剂联合作用对提高剩余活性污泥脱水性能的潜在作用。在专门设计的实验装置中设置了两个反应器,其中一个配备了MF附件。分别考察了几个参数,包括CPAM投加量、MF强度和处理时间。采用毛细吸水时间(CST)和比过滤阻力(SRF)来评估污泥脱水性能。还测定了胞外聚合物(EPS)浓度,以试图确定观察到的脱水性能变化的原因。结果表明,CPAM调理和MF预处理均能降低污泥的CST和SRF值。然而,MF预处理与CPAM调理相结合时,污泥脱水性能得到显著提高,超过了单独添加CPAM时的水平。当污泥用CPAM(投加量为40 mg L-1)和MF(感应强度为40 mT)共同调理30 min时,分别获得了最低的CST和SRF值,分别为36.5 s和0.75×1012 m kg-1,这表明了提高污泥脱水性能的最佳条件。EPS、蛋白质、多糖与CST/SRF之间的显著相关性还表明,污泥上清液中EPS浓度的增加可能是脱水性能提高的主要原因。