Faculty of Engineering and the Environment, University of Southampton, Southampton, SO17 1BJ, United Kingdom.
Schulich School of Engine, University of Calgary, 2500 University Dr NW, Calgary, Alberta, T2N 1N4, Canada.
Water Res. 2015 Sep 1;80:256-66. doi: 10.1016/j.watres.2015.05.015. Epub 2015 May 14.
The combined strong hydraulic selection pressure (HSP) with overstressed organic loading rate (OLR) as a fast granulation strategy was used to enhance aerobic granulation. To investigate the wide applicability of this strategy to different scenarios and its relevant mechanism, different settling times, different inoculums, different exchange ratios, different reactor configurations, and different shear force were used in this study. It was found that clear granules were formed within 24 h and steady state reached within three days when the fast granulation strategy was used in a lab-scale reactor seeded with well settled activated sludge (Reactor 2). However, granules appeared after 2-week operation and reached steady state after one month at the traditional step-wise decreased settling time from 20 to 2 min with OLR of 6 g COD/L·d (Reactor 1). With the fast granulation strategy, granules appeared within 24 h even with bulking sludge as seed to start up Reactor 3, but 6-day lag phase was observed compared with Reactor 2. Both Reactor 2 and Reactor 3 experienced sigmoidal growth curve in terms of biomass accumulation and granule size increase after granulation. In addition, the reproducible results in pilot-scale reactors (Reactor 5 and Reactor 6) with diameter of 20 cm and height/diameter ratio (H/D) of 4 further proved that reactor configuration and fluid flow pattern had no effect on the aerobic granulation when the fast granulation strategy was employed, but biomass accumulation experienced a short lag phase too in Reactor 5 and Reactor 6. Although overstressed OLR was favorable for fast granulation, it also led to the fluffy granules after around two-week operation. However, the stable 6-month operation of Reactor 3 demonstrated that the rapidly formed granules were able to maintain long-term stability by reducing OLR from 12 g COD/L·d to 6 g COD/L·d. A mechanism of fast granulation with the strategy of combined strong HSP and OLR was proposed to explain results and guide the operation with this fast strategy.
采用过强水力选择压(HSP)与过度有机负荷率(OLR)相结合的快速颗粒化策略来强化好氧颗粒化。为了研究该策略在不同情况下的广泛适用性及其相关机制,本研究采用不同的沉降时间、接种污泥、交换率、反应器构型和剪切力。结果发现,在实验室规模的以沉降良好的活性污泥为接种污泥的反应器(反应器 2)中采用快速颗粒化策略时,在 24 h 内形成了清晰的颗粒,在 3 天内达到了稳定状态。然而,在传统的逐步减少沉降时间从 20 min 到 2 min 且 OLR 为 6 g COD/L·d 的情况下,颗粒在 2 周的运行后才出现,并在 1 个月后达到稳定状态(反应器 1)。采用快速颗粒化策略,即使以膨胀污泥作为接种污泥启动反应器 3,在 24 h 内也会出现颗粒,但与反应器 2 相比,观察到 6 天的滞后期。在颗粒化后,无论是采用快速颗粒化策略的反应器 2 和 3,还是采用传统颗粒化策略的反应器 1,生物量积累和颗粒尺寸增加都经历了 S 形生长曲线。此外,在直径为 20 cm、高径比(H/D)为 4 的中试规模反应器(反应器 5 和反应器 6)中可重复的结果进一步证明,当采用快速颗粒化策略时,反应器构型和流体流动模式对好氧颗粒化没有影响,但生物量积累在反应器 5 和反应器 6 中也经历了短暂的滞后期。虽然过度 OLR 有利于快速颗粒化,但在大约两周的运行后也会导致蓬松的颗粒。然而,反应器 3 经过 6 个月的稳定运行证明,通过将 OLR 从 12 g COD/L·d 降低到 6 g COD/L·d,快速形成的颗粒能够保持长期稳定。提出了一种采用过强 HSP 和 OLR 相结合的快速颗粒化策略的快速颗粒化机制,以解释结果并指导该快速策略的操作。