Department of Civil and Environmental Engineering, Chinese National Engineering Research Center for Control & Treatment of Heavy Metal Pollution (Hong Kong Branch) and Water Technology Center, The Hong Kong University of Science and Technology, Hong Kong.
Department of Civil and Environmental Engineering, Chinese National Engineering Research Center for Control & Treatment of Heavy Metal Pollution (Hong Kong Branch) and Water Technology Center, The Hong Kong University of Science and Technology, Hong Kong; Wastewater Treatment Laboratory, FYT Graduate School, The Hong Kong University of Science and Technology, Nansha, Guangzhou, China.
Water Res. 2017 Oct 1;122:481-491. doi: 10.1016/j.watres.2017.06.018. Epub 2017 Jun 7.
Sludge flotation is a notorious problem in anaerobic wastewater treatment that can occur under various operational conditions and even cause the anaerobic process to completely fail. Despite having been documented for over three decades, its causes and remedies remain elusive, particularly for low-gas-production anaerobic processes such as sulfidogenic and anammox processes. This paper systematically studies sludge flotation in an anaerobic sulfidogenic process for saline domestic sewage treatment. Three lab-scale sulfidogenic reactors were operated in parallel with different modes of mixing (hydraulic, mechanical and pneumatic) at various mixing intensity levels at shear rates ranging from 0.7 to 6.6 s to investigate reactor performance and sludge properties and their relationships with sludge flotation potential. The results indicate that a sulfidogenic reactor with low flotation potential have sludge with low hydrophobicity, low viscosity, and low (more negative) surface charge, while the sludge particle surfaces have high compactness and low roughness. These sludge properties enabled a sludge flotation potential of less than 20% to be maintained. Furthermore, our results show that i) mixing and extracellular polymeric substances (EPS), ii) EPS and sludge properties, and iii) sludge properties and sludge flotation potential are all strongly correlated (all the Spearman's rank correlation coefficients (R) are either over 0.64 (if positively correlated) or under -0.64 (if negatively correlated), at the 95% confidence level). Accordingly, sludge flotation can be resolved by controlling reactor mixing. Our findings provide a method to optimize the design and operation of anaerobic sulfidogenic reactors that can be extended to similar low-gas-production anaerobic bioreactors.
污泥浮升是厌氧废水处理中一个臭名昭著的问题,它可能在各种操作条件下发生,甚至导致厌氧过程完全失效。尽管已经有三十多年的历史,但它的原因和解决方法仍然难以捉摸,特别是对于低产气量的厌氧过程,如硫化物和厌氧氨氧化过程。本文系统地研究了用于处理含盐生活污水的厌氧硫化物过程中的污泥浮升问题。三个实验室规模的硫化物反应器以不同的混合方式(水力、机械和气动)平行运行,在不同的混合强度水平下,剪切速率在 0.7 到 6.6 s 之间,以研究反应器性能、污泥特性及其与污泥浮升潜力的关系。结果表明,具有低浮升潜力的硫化物反应器中的污泥具有低疏水性、低粘度和低(更负)表面电荷,而污泥颗粒表面具有高紧凑性和低粗糙度。这些污泥特性使污泥浮升潜力保持在 20%以下。此外,我们的结果表明,i)混合和胞外聚合物(EPS),ii)EPS 和污泥特性,以及 iii)污泥特性和污泥浮升潜力之间都存在很强的相关性(所有 Spearman 等级相关系数(R)要么大于 0.64(如果正相关),要么小于-0.64(如果负相关),置信水平为 95%)。因此,可以通过控制反应器混合来解决污泥浮升问题。我们的发现为优化厌氧硫化物反应器的设计和运行提供了一种方法,可以扩展到类似的低产气量厌氧生物反应器。