Sustainable urban water management: Evaluating two pilot-scale advanced decentralized treatment systems for removal of organic contaminants of emerging concern in reclaimed groundwater.

Chemosphere Pub Date : 2024-10-01 Epub Date: 2024-10-18 DOI:10.1016/j.chemosphere.2024.143568
Misael Abenza, Francesc Labad, Oriol Gibert, Joan de Pablo, Sandra Pérez, E Vázquez-Suñé, Marc Teixidó
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Abstract

The rapid growth of population and the effects of climate change have placed unprecedented pressure on urban water supplies and pollution control. Consequently, it is essential to explore new local water resources in water-strained areas. To this end, this work focuses on evaluating pollutant removal effectiveness of decentralized treatment systems for groundwater reclamation. Two pilot-scale treatment trains, Treatment Line 1 (L1) and Treatment Line 2 (L2), which use membrane-free (with granulated activated carbon as the main process) or membrane-based (with reverse osmosis as the primary technology), were compared for their effectiveness in reducing concentrations of organic contaminants of emerging concern (CECs). Additionally, the effect of sodium hypochlorite addition for biofilm control on the contaminant removal performance was also examined. Results from the analysis of nearly 120 trace organic compounds (only 21 were detected in the raw water) showed that L2 significantly overperformed L1. Furthermore, the addition of a pre-chlorination step did not improve the removal performance. Regarding trace organic compounds, L1 without pre-chlorination averaged an overall good removal performance (94 ± 12%). However, Irbesartan, gemfibrozil and gabapentin showed moderate removals (50-90%) and Valsartan was poorly removed (<50%). After pre-chlorinating L1, the overall removal performance decreased (86 ± 20%). Nearly one third of the target contaminants showed moderate removal (50-90%), with Irbesartan and Valsartan exhibiting poor attenuations (<50%), highlighting that negatively-charged compounds were challenging to eliminate. In contrast, L2 exhibited very high removals (>99%) on all studied trace organic contaminants regardless of pre-chlorination. Our study also identified several indicator compounds to monitor CEC removal. Finally, considering the trade-offs between cost and final water use (non-potable), L1-based schemes with intermittent pre-chlorination could be the preferred implementation option. The results of this work will offer valuable insights into decentralized treatment systems, assisting decision-makers in choosing suitable approaches for sustainable urban water management.

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可持续城市水资源管理:评估两个试点规模的先进分散式处理系统,以去除再生地下水中新出现的有机污染物。
人口的快速增长和气候变化的影响给城市供水和污染控制带来了前所未有的压力。因此,在水资源紧张的地区开发新的本地水资源至关重要。为此,这项工作的重点是评估用于地下水再生的分散式处理系统的污染物去除效果。对两条中试规模的处理线--1 号处理线(L1)和 2 号处理线(L2)--在降低新关注有机污染物(CECs)浓度方面的效果进行了比较,这两条处理线分别采用了无膜(以粒状活性炭为主要工艺)或膜(以反渗透为主要技术)技术。此外,还考察了为控制生物膜而添加次氯酸钠对污染物去除性能的影响。对近 120 种痕量有机化合物(原水中仅检测到 21 种)的分析结果表明,L2 的性能明显优于 L1。此外,添加预氯化步骤并不能提高去除性能。在痕量有机化合物方面,未进行预氯化处理的 L1 的平均去除率为 94±12%。然而,厄贝沙坦、吉非罗齐和加巴喷丁的去除率为中等(50%-90%),而缬沙坦对所有研究的痕量有机污染物的去除率较低(99%),与预氯化无关。我们的研究还发现了几种用于监测 CEC 去除情况的指示化合物。最后,考虑到成本与最终用水(非饮用水)之间的权衡,基于 L1 的间歇性预氯化方案可能是首选的实施方案。这项工作的成果将为分散式处理系统提供宝贵的见解,帮助决策者为可持续的城市水管理选择合适的方法。
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