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Simulation and engineering demonstration of the advanced treatment of rainy overflow wastewater using a combined system of storage tank‐wastewater treatment plant‐wetland
Author(s) -
Jin Zhujing,
Wu Weizhong,
Li Jinhua,
Yang Fengle,
Zhou Baoxue
Publication year - 2020
Publication title -
water environment research
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.356
H-Index - 73
eISSN - 1554-7531
pISSN - 1061-4303
DOI - 10.1002/wer.1301
Subject(s) - wastewater , wetland , environmental science , sewage treatment , waste management , environmental engineering , storage tank , engineering , ecology , biology
Abstract We propose a new technology to advanced treat overflow wastewater from a combined sewer system using a storage tank‐wastewater treatment plant (STP)‐constructed wetland (CW) system. The engineering demonstration (a 7,500 m 3 storage tank and a 3,436 m 2 CW) has been built to treat the combined sewer overflows (CSOs) at the largest combined rainwater/wastewater overflow outlet in the middle reaches of the Xinbaoxiang River, which is the second largest river in the Dianchi Lake Basin. During the rainfall period, CSOs enter the storage tank. After sedimentation purification, the higher concentration CSOs at the bottom enter the STP, and the upper low‐concentration CSOs enter CWs, thereby linking the multiple means of treating CSOs and minimizing the impact of CSOs on the STP. During the dry season, CWs can also assist in purification of polluted river water. The supernatant (COD <80 mg/L) and the bottom part water (COD >200 mg/L) of the storage tank were sent to CWs and STP, respectively, for treatment. The project was stably operated over 6 months. The final effluent qualities were 12, 1.79, and 0.18 mg/L for COD, TN, and TP, respectively, which achieved the surface water class V standard. Practitioner points A combined system of storage tank‐wastewater treatment plant‐wetland was proposed to advanced treat overflow wastewater of rainy season. The SWMM could calculate the water quality and volume of overflow under different rainfall conditions in the runoff area. The effluent of the engineering demonstration reached the standard of surface water class V.