Advanced Water Management Centre, The University of Queensland, St. Lucia, QLD, 4072, Australia.
Advanced Water Management Centre, The University of Queensland, St. Lucia, QLD, 4072, Australia; The School of Civil Engineering, The University of Queensland, St. Lucia, QLD, 4072, Australia.
Water Res. 2020 Mar 15;171:115396. doi: 10.1016/j.watres.2019.115396. Epub 2019 Dec 16.
The use of coagulants and flocculants in the water and wastewater industry is predicted to increase further in the coming years. Alum is the most widely used coagulant, however, the use of ferric chloride (FeCl) is gaining popularity. Drinking water production that uses FeCl as coagulant produces waste sludge rich in iron. We hypothesised that the iron-rich drinking water sludge (DWS) can potentially be used in the urban wastewater system to reduce dissolved sulfide in sewer systems, aid phosphate removal in wastewater treatment and reduce hydrogen sulfide in the anaerobic digester biogas. This hypothesis was investigated using two laboratory-scale urban wastewater systems, one as an experimental system and the other as a control, each comprising sewer reactors, a sequencing batch reactor (SBR) for wastewater treatment, sludge thickeners and anaerobic digestion reactors. Both were fed with domestic wastewater. The experimental system received in-sewer DWS-dosing at 10 mgFe L while the control had none. The sulfide concentration in the experimental sewer effluent decreased by 3.5 ± 0.2 mgS L as compared with the control, while the phosphate concentration decreased by 3.6 ± 0.3 mgP L after biological wastewater treatment in the experimental SBR. The dissolved sulfide concentration in the experimental anaerobic digester also decreased by 15.9 ± 0.9 mgS L following the DWS-dosing to the sewer reactors. The DWS-doing also enhanced the settleability of the mixed liquor suspended sludge (MLSS) (SVI decreased from 193.2 ± 22.2 to 108.0 ± 7.7 ml g), and the dewaterability of the anaerobically digested sludge (the cake solids concentration increased from 15.7 ± 0.3% to 19.1 ± 1.8%). The introduction of DWS into the experimental system significantly increased the COD and TSS concentrations in the wastewater, and consequently the MLSS concentration in the SBR, however, this did not affect normal operation. The results demonstrated that iron-rich waste sludge from drinking water production can be used in the urban wastewater system achieving multiple benefits. Therefore, an integrated approach to urban water and wastewater management should be considered to maximise the benefits of iron use in the system.
在未来几年,预计混凝剂和絮凝剂在水和废水行业的使用将进一步增加。明矾是最广泛使用的混凝剂,但氯化铁 (FeCl) 的使用越来越受欢迎。使用 FeCl 作为混凝剂生产饮用水会产生富含铁的污泥。我们假设富含铁的饮用水污泥 (DWS) 可潜在地用于城市废水系统,以减少下水道系统中的溶解硫化物、帮助去除废水中的磷酸盐并减少厌氧消化器沼气中的硫化氢。这项假设通过两个实验室规模的城市废水系统进行了研究,一个是实验系统,另一个是对照系统,每个系统都包括下水道反应器、用于废水处理的序批式反应器 (SBR)、污泥浓缩器和厌氧消化器。两个系统都用生活污水作为进水。实验系统在下水道中接收 10mgFe/L 的 DWS 投加,而对照系统没有投加。与对照系统相比,实验下水道出水中的硫化物浓度降低了 3.5 ± 0.2 mgS/L,而在实验 SBR 进行生物废水处理后,磷酸盐浓度降低了 3.6 ± 0.3 mgP/L。在将 DWS 投加到下水道反应器后,实验厌氧消化器中的溶解硫化物浓度也降低了 15.9 ± 0.9 mgS/L。DWS 投加还提高了混合液悬浮固体 (MLSS) 的沉降性能 (SVI 从 193.2 ± 22.2 降至 108.0 ± 7.7 ml/g) 和厌氧消化污泥的脱水性能 (泥饼固体浓度从 15.7 ± 0.3% 增加到 19.1 ± 1.8%)。将 DWS 引入实验系统显著增加了废水中的 COD 和 TSS 浓度,进而增加了 SBR 中的 MLSS 浓度,但这并未影响正常运行。结果表明,饮用水生产产生的富含铁的废污泥可用于城市废水系统,实现多种效益。因此,应考虑采用综合方法来管理城市水和废水,以最大限度地发挥系统中铁的使用效益。