Dipartimento di Ingegneria Civile, Ambientale, Aerospaziale, dei Materiali, Università di Palermo, Viale delle Scienze, 90128 Palermo, Italy.
Dipartimento di Ingegneria Civile, Ambientale, Aerospaziale, dei Materiali, Università di Palermo, Viale delle Scienze, 90128 Palermo, Italy.
J Environ Manage. 2018 May 15;214:23-35. doi: 10.1016/j.jenvman.2018.02.087. Epub 2018 Mar 5.
In the present paper, the feasibility of citrus wastewater treatment with aerobic granular sludge sequencing batch reactors (AGSBR) was investigated. Two AGSBRs (named R1 and R2, respectively) were operated for 90 days under different organic loading rates (OLR) and pH in two experimental periods. The OLR ranged approximately between 3.0 kg TCOD md and 7 kg TCOD md during Period I, whereas between 7 kg TCOD md and 15 kg TCOD md during Period II. pH was maintained at 7.0 and 5.5 in R1 and R2, respectively. The results revealed that under high OLR and unbalanced feast/famine regime (Period I), the development of fast-growing microorganisms (fungi and filamentous bacteria) was favoured in both reactors, resulting in granular sludge instability. An extended famine phase and a proper balancing between feast and famine periods (Period II) were favourable for the development of bacteria with low growth rates (0.05 d) thus enhancing the granules stability. To the benefit of granular sludge stability and effluent quality, the length of the feast period should not exceed 25% of cycle length. Moreover, under OLR lower than 7 kg TCOD md the removal efficiency of total chemical oxygen demand (TCOD) was approximately 90% in R1 and R2 and no side effects on the organic carbon removal performance related to the pH were observed. In contrast, at higher OLR a significant decrease in the removal efficiency (from 90% to less than 75%) was observed in R2. Results revealed also that under low pH, hydrolysis of proteins occurred and a decrease in the biological kinetic rates proportionally to the applied OLR was observed.
在本研究中,考察了利用好氧颗粒污泥序批式反应器(AGSBR)处理柑橘废水的可行性。在两个实验阶段,两个 AGSBR(分别命名为 R1 和 R2)在不同的有机负荷率(OLR)和 pH 下运行了 90 天。在第一阶段,OLR 大约在 3.0-7.0kg TCOD md 之间变化,而在第二阶段,OLR 大约在 7.0-15.0kg TCOD md 之间变化。R1 和 R2 的 pH 分别维持在 7.0 和 5.5。结果表明,在高 OLR 和不平衡的丰/贫食周期(第一阶段)下,两种反应器中都有利于快速生长的微生物(真菌和丝状菌)的发展,从而导致颗粒污泥不稳定。延长饥饿阶段和适当平衡丰食和饥饿期(第二阶段)有利于低生长速率(0.05d)的细菌的发展,从而增强颗粒的稳定性。为了颗粒污泥的稳定性和出水水质,丰食期的长度不应超过周期长度的 25%。此外,在 OLR 低于 7kg TCOD md 时,R1 和 R2 中总化学需氧量(TCOD)的去除效率约为 90%,并且没有观察到 pH 对有机碳去除性能的副作用。相比之下,在更高的 OLR 下,R2 的去除效率显著下降(从 90%降至低于 75%)。结果还表明,在低 pH 下,蛋白质发生水解,并且观察到生物动力学速率与所施加的 OLR 成比例下降。