Author
Listed:
- Zhineng Liu
(Key Laboratory of Water Quality Safety and Protection in Pearl River Delta (Ministry of Education), Guangzhou University, Guangzhou 510006, China
School of Civil Engineering, Guangzhou University, Guangzhou 510006, China)
- Qing Li
(Key Laboratory of Water Quality Safety and Protection in Pearl River Delta (Ministry of Education), Guangzhou University, Guangzhou 510006, China
School of Civil Engineering, Guangzhou University, Guangzhou 510006, China)
- Qihang Wu
(Key Laboratory of Water Quality Safety and Protection in Pearl River Delta (Ministry of Education), Guangzhou University, Guangzhou 510006, China
Collaborative Innovation Center of Water Quality Safety and Protection in Pearl River Delta, Guangzhou University, Guangzhou 510006, China)
- Dave T. F. Kuo
(Department of Architecture and Civil Engineering, City University of Hong Kong, Hong Kong, China
City University of Hong Kong, Shenzhen Research Institute, Shenzhen 518057, China)
- Shejun Chen
(State Key Laboratory of Organic Geochemistry, Guangzhou Institute of Geochemistry, Chinese Academy of Sciences, Guangzhou 510640, China)
- Xiaodong Hu
(Key Laboratory of Water Quality Safety and Protection in Pearl River Delta (Ministry of Education), Guangzhou University, Guangzhou 510006, China
School of Civil Engineering, Guangzhou University, Guangzhou 510006, China)
- Mingjun Deng
(Key Laboratory of Water Quality Safety and Protection in Pearl River Delta (Ministry of Education), Guangzhou University, Guangzhou 510006, China
School of Civil Engineering, Guangzhou University, Guangzhou 510006, China)
- Haozhi Zhang
(Key Laboratory of Water Quality Safety and Protection in Pearl River Delta (Ministry of Education), Guangzhou University, Guangzhou 510006, China
School of Civil Engineering, Guangzhou University, Guangzhou 510006, China)
- Min Luo
(Key Laboratory of Water Quality Safety and Protection in Pearl River Delta (Ministry of Education), Guangzhou University, Guangzhou 510006, China
School of Environmental Science and Engineering, Guangzhou University, Guangzhou 510006, China)
Abstract
The loading and removal efficiency of 16 US EPA polycyclic aromatic hydrocarbons (PAHs) were examined in an inverted A 2 /O wastewater treatment plant (WWTP) located in an urban area in China. The total PAH concentrations were 554.3 to 723.2 ng/L in the influent and 189.6 to 262.7 ng/L in the effluent. The removal efficiencies of ∑PAHs in the dissolved phase ranged from 63 to 69%, with the highest observed in naphthalene (80% removal). Concentration and distribution of PAHs revealed that the higher molecular weight PAHs became more concentrated with treatment in both the dissolved phase and the dewatered sludge. The sharpest reduction was observed during the pretreatment and the biological phase. Noncarcinogenic risk, carcinogenic risk, and total health risk of PAHs found in the effluent and sewage sludge were also assessed. The effluent BaP toxic equivalent quantities ( TEQ BaP ) were above, or far above, standards in countries. The potential toxicities of PAHs in sewage effluent were approximately 10 to 15 times higher than the acceptable risk level in China. The health risk associated with the sewage sludge also exceeded international recommended levels and was mainly contributed from seven carcinogenic PAHs. Given that WWTP effluent is a major PAH contributor to surface water bodies in China and better reduction efficiencies are achievable, the present study highlights the possibility of utilizing WWTPs for restoring water quality in riverine and coastal regions heavily impacted by PAHs contamination.
Suggested Citation
Zhineng Liu & Qing Li & Qihang Wu & Dave T. F. Kuo & Shejun Chen & Xiaodong Hu & Mingjun Deng & Haozhi Zhang & Min Luo, 2017.
"Removal Efficiency and Risk Assessment of Polycyclic Aromatic Hydrocarbons in a Typical Municipal Wastewater Treatment Facility in Guangzhou, China,"
IJERPH, MDPI, vol. 14(8), pages 1-13, August.
Handle:
RePEc:gam:jijerp:v:14:y:2017:i:8:p:861-:d:106594
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