Department of Civil and Environmental Engineering, Chinese National Engineering Research Center for Control & Treatment of Heavy Metal Pollution (Hong Kong Branch), Water Technology Center, The Hong Kong University of Science and Technology, Hong Kong, China.
Department of Civil and Environmental Engineering, Chinese National Engineering Research Center for Control & Treatment of Heavy Metal Pollution (Hong Kong Branch), Water Technology Center, The Hong Kong University of Science and Technology, Hong Kong, China; Wastewater Treatment Laboratory, FYT Graduate School, The Hong Kong University of Science and Technology, Guangzhou, China.
Water Res. 2018 May 15;135:251-261. doi: 10.1016/j.watres.2018.02.013. Epub 2018 Feb 9.
Continuous gas recirculation (CGR) was demonstrated in this study to be an effective method to mitigate the persistent problem of sludge flotation in high-rate sulfate-reducing upflow sludge bed (SRUSB) reactors that do not produce much gas. The effects of hydraulic- and CGR-mixing on the mixing regime of the SRUSB reactors were investigated over a period of 45 d at the average shear rates of 0.9, 1.5, 2.7, 4.2 and 7.2 s (Phase I). CGR-mixing at 4.2 s resulted in the smallest reactor short-circuiting flow of 1.3 ± 0.1% and the smallest dead zone volume of 0.2 ± 0.01% at a lower power consumption (0.0007 W) than hydraulic mixing. In Phase II, the SRUSB reactor with CGR-mixing at 4.2 s was re-inoculated and operated for 150 days. Within the first 65 days, the sludge transformed into micro-granules (300-350 μm) with a high sulfate-reducing bacteria (SRB) activity (0.62 ± 0.05 g COD/(g MLVSS·day)), a low sludge flotation potential (<20%) and a high settleability (SVI/SVI < 1.3). These results are attributed to the following sludge properties: (i) a low ratio of loosely-bound to tightly-bound extracellular polymeric substances (0.06-0.1), (ii) weakly adhesive surface properties as demonstrated by a strongly negative zeta potential (-23 ± 2 mV), a low hydrophobicity (37 ± 3%) and a low viscosity (0.7 ± 0.1 mPa s), and (iii) small size granules resulting in strong mass transfer (sulfate and COD penetration into the granule core) and a homogeneous structure (SRB detected throughout the granule).
连续气体再循环(CGR)被证明是一种有效的方法,可以减轻高硫酸盐还原上流污泥床(SRUSB)反应器中持续存在的污泥浮选问题,这些反应器不会产生大量气体。在 45 天的时间内,以平均剪切速率 0.9、1.5、2.7、4.2 和 7.2 s (第一阶段),研究了水力和 CGR 混合对 SRUSB 反应器混合状态的影响。在较低的功率消耗(0.0007 W)下,CGR 混合在 4.2 s 时产生的反应器短路流量最小(1.3 ± 0.1%),死区体积最小(0.2 ± 0.01%)。在第二阶段,采用 CGR 混合在 4.2 s 的 SRUSB 反应器重新接种并运行 150 天。在前 65 天内,污泥转化为具有高硫酸盐还原菌(SRB)活性(0.62 ± 0.05 g COD/(g MLVSS·天))、低污泥浮选潜力(<20%)和高沉降性(SVI/SVI < 1.3)的微颗粒(300-350 μm)。这些结果归因于以下污泥特性:(i)松散结合与紧密结合胞外聚合物(0.06-0.1)的比例低,(ii)带负电荷的强zeta 电位(-23 ± 2 mV)、低疏水性(37 ± 3%)和低粘度(0.7 ± 0.1 mPa·s)表现出较弱的粘性表面特性,以及(iii)较小的颗粒尺寸导致较强的传质(硫酸盐和 COD 渗透到颗粒核心)和均匀的结构(在颗粒中检测到 SRB)。