Fate of contaminants of emerging concern in two wastewater treatment plants after retrofitting tertiary treatment for reduction of nitrogen discharge

被引:1
|
作者
Chen, Tianyuan [1 ,2 ]
Zeng, Qiaoting [1 ]
Cao, Meixian [1 ]
Zhang, Lanping [1 ]
Adyari, Bob [1 ]
Ma, Cong [3 ]
Wang, Kai [4 ]
Gao, Deti [5 ]
Hu, Anyi [1 ]
Sun, Qian [1 ]
Yu, Chang -Ping [1 ]
机构
[1] Chinese Acad Sci, Inst Urban Environm, CAS Key Lab Urban Pollutant Convers, Fujian Key Lab Watershed Ecol, Xiamen 361021, Peoples R China
[2] Univ Chinese Acad Sci, Beijing 100049, Peoples R China
[3] Xiamen Municipal Environm Technol Co Ltd, Xiamen 361001, Peoples R China
[4] Xiamen Municipal Construct Biotechnol Co Ltd, Xiamen 361001, Peoples R China
[5] Fujian Lanshen Environm Technol Co Ltd, Quanzhou 362000, Peoples R China
关键词
Contaminants of emerging concern (CECs); Wastewater treatment process; Mass balance analysis; Tertiary treatment; SimpleTreat model; PERSONAL CARE PRODUCTS; ACTIVATED-SLUDGE; MASS-BALANCE; TRANSFORMATION PRODUCTS; ENVIRONMENTAL RISK; PHARMACEUTICALS; REMOVAL; SEWAGE; BEHAVIOR; TOXICITY;
D O I
10.1016/j.envres.2024.118344
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
More and more previously designed wastewater treatment plants (WWTPs) are upgraded to tertiary treatment to meet the higher effluent discharge standards of conventional pollutants. Contaminants of emerging concern (CECs) can cause adverse effects on organisms and usually flow into WWTPs along with urban sewage. How the retrofitted WWTPs targeting conventional pollutants will influence the treatment efficiency of CECs is seldom discussed. This study investigates the removal of CECs in two full-scale newly retrofitted WWTPs (CD and JM WWTPs), containing high -efficiency sedimentation tank and denitrification deep bed filter for enhancing total nitrogen removal. The overall CEC removal efficiencies in the CD and JM WWTPs were 73.79 % and 93.63 %, respectively. Mass balance results indicated that CD WWTP and JM WWTP release a total of 36.89 and 88.58 g/ d of CECs into the environment through effluent and excess sludge, respectively. Analysis of the concentration of CECs along the treatment process revealed most CECs were removed in the biological treatment units. The incorporation of newly constructed tertiary treatment proved beneficial for CEC removal and removed 2.93 % and 2.36 % CECs, corresponding to CEC removal of 2.92 and 27.49 g/d in the CD and JM WWTPs, respectively. The data of this study were further used to evaluate the suitability of the SimpleTreat model for simulating the fate of CECs in WWTPs. The predicted fraction of CECs discharged through the biological treatment effluent were generally within ten -fold difference from the measured results, highlighting its potential for estimating CEC removal in WWTPs.
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页数:14
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