Water Res. 2018 Dec 15;147:177-183. doi: 10.1016/j.watres.2018.09.060. Epub 2018 Oct 2.
Biological floc size is an important reactor microenvironment parameter that is often not experimentally controlled due to a lack of suitable methods. Here, we introduce the Couette-Taylor bioreactor (CTB) as an improved tool for controlling biological floc size, specifically as compared with bubble-column sequencing batch reactors (SBRs). A CTB consists of two concentric walls, either of which may be rotated to induce fluid motion. The induced flow produces hydrodynamic shear which is more uniform than that produced through aeration in SBRs. Because hydrodynamic shear is a major parameter controlling floc size, we hypothesized the ability to better control shear rates within a CTB would enable better-controlled floc sizes. To test this hypothesis, we measured the particle size distributions of activated sludge flocs from CTBs with either inner (iCTB) or outer (oCTB) rotating walls as well as SBRs with varying height to diameter ratios (0.5, 1.1, and 9.4). The rotation speed of the CTBs and aeration rate of the SBRs were varied to produce predicted mean shear rates from 25 to 250 s. Further, the shear rate distributions for each experiment were estimated using computational fluid dynamics (CFD). In all SBR experiments, the floc distributions did not significantly vary with shear rate or geometry, likely because shear rates (estimated by CFD) differed much less than originally predicted by theory. In the CTB experiments, the mean particle size decreased proportionally with increased hydrodynamic shear, and iCTBs produced particle size distributions with smaller coefficients of variation than oCTBs (0.3 vs. 0.5-0.7, respectively).
生物絮体粒径是反应器微环境的一个重要参数,但由于缺乏合适的方法,通常无法对其进行实验控制。在这里,我们引入了寇特-泰勒生物反应器(CTB),作为一种改进的工具来控制生物絮体粒径,特别是与鼓泡式序列间歇反应器(SBR)相比。CTB 由两个同心壁组成,其中任何一个壁都可以旋转以产生流体运动。所产生的诱导流产生的流体剪切力比 SBR 中的曝气产生的剪切力更均匀。由于流体剪切力是控制絮体粒径的主要参数,我们假设在 CTB 中能够更好地控制剪切速率,从而能够更好地控制絮体粒径。为了验证这一假设,我们测量了具有内旋转壁(iCTB)或外旋转壁(oCTB)的 CTB 以及具有不同高径比(0.5、1.1 和 9.4)的 SBR 中的活性污泥絮体的粒径分布。通过改变 CTB 的旋转速度和 SBR 的曝气速率,产生了预测的平均剪切速率为 25 至 250 s。此外,使用计算流体动力学(CFD)估算了每个实验的剪切速率分布。在所有 SBR 实验中,絮体分布与剪切速率或几何形状没有显著变化,这可能是因为剪切速率(通过 CFD 估计)与理论预测相差很大。在 CTB 实验中,平均粒径与增加的流体剪切力成比例减小,并且 iCTB 产生的粒径分布的变异系数小于 oCTB(分别为 0.3 和 0.5-0.7)。