The efficiency of full-scale subsurface constructed wetlands with high hydraulic loading rates in removing pharmaceutical and personal care products from secondary effluent

流出物 药品和个人护理产品的环境影响 环境科学 湿地 废水 污水处理 人工湿地 环境工程 水力停留时间 制浆造纸工业 生态学 工程类 生物
作者
Jiaxi Wang,Yunqiang Wang,Hui Lin,Wang Jiu-si,Liping Chen,Yanzhou Ding,Shuai Feng,Jingjing Zhang,Beibei Ye,Xiping Kan,Qian Sui
出处
期刊:Journal of Hazardous Materials [Elsevier]
卷期号:451: 131095-131095 被引量:5
标识
DOI:10.1016/j.jhazmat.2023.131095
摘要

Constructed wetlands (CWs) are usually operated at low hydraulic load rates (HLRs) of < 0.5 m3/m2/d, and can efficiently remove pharmaceuticals and personal care products (PPCPs) from wastewaters. They however often occupy a large area of land, especially when treating the secondary effluent from wastewater treatment plants (WWTPs) in megacities. High-load CWs (HCWs) with an HLR ≥ 1 m3/m2/d, requiring smaller land areas, are a good option for urban areas. However, their performance for PPCP removal is not clear. In this study, we evaluated the performance of three full-scale HCWs (HLR: 1.0-1.3 m3/m2/d) to remove 60 PPCPs, and found they had a stable removal performance and a higher areal removal capacity than the previously reported CWs operated at low HLRs. We verified the advantages of HCWs by testing the efficiency of two identical CWs at a low HLR (0.15 m3/m2/d) and a high HLR (1.3 m3/m2/d) fed with the same secondary effluent. The areal removal capacity during the high-HLR operation was 6-9 times higher than that during the low-HLR operation. A high dissolved oxygen content, and low COD and NH4-N concentrations in the secondary effluent were critical for the robust PPCP removal by tertiary treatment HCWs.
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