Secondary effluent purification by a large-scale multi-stage surface-flow constructed wetland: A case study in northern China

被引:30
|
作者
Wu, Haiming [1 ]
Zhang, Jian [2 ]
Guo, Wenshan [3 ]
Liang, Shuang [2 ]
Fan, Jinlin [4 ]
机构
[1] Northwest A&F Univ, Coll Nat Resources & Environm, Yangling 712100, Shaanxi, Peoples R China
[2] Shandong Univ, Sch Environm Sci Engn, Shandong Key Lab Water Pollut Control & Resource, Jinan 250100, Shandong, Peoples R China
[3] Univ Technol Sydney, Sch Civil & Environm Engn, Broadway, Broadway, NSW 2007, Australia
[4] Shandong Univ, Natl Engn Lab Coal Fired Pollutants Emiss Reduct, Jinan 250061, Shandong, Peoples R China
基金
美国国家科学基金会;
关键词
Secondary effluent; Surface flow constructed wetlands; Water quality; Organics removal; Nitrogen removal; WASTE-WATER TREATMENT; REMOVAL; PERFORMANCE; NITROGEN; ORGANICS; RIVER; WASTEWATERS;
D O I
10.1016/j.biortech.2017.10.099
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
Assessment of treatment performance in the large-scale constructed wetland (CW) for secondary effluent purification remains limited. The aim of this case study was to therefore to investigate the long-term treatment capacity of organics and ammonium pollutants in a large-scale multi-stage surface-flow (SF) CW fed with secondary effluents from the wastewater treatment plants (WWTPs) in northern China. The results for two-and-half-year study period indicated that the water quality parameters including chemical oxygen demand (COD) and ammonium (NH4+-N) met the Chinese Grade III of Environmental Quality Standards. The mass reductions of COD and NH4+-N were 53% (4032 kg ha(-1) y(-1)) and 72% (511 kg ha(-1) y(-1)), respectively. However, there was a significant positive correlation between influent loads and treatment performance. The optimal loading of 2.5 gm(-2) d(-1) for COD and 0.3 gm(-2) d(-1) for NH4+-N could be recommended for designing the sustainable large-scale multi-stage SF CW wastewater treatments.
引用
收藏
页码:1092 / 1096
页数:5
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