Combining flowform cascade with constructed wetland to enhance domestic wastewater treatment

• Published in: Environmental technology & innovation 2022-08, Vol.27, p.102537, Article 102537
• Main Authors: Ung, Ha Thi Thuy, Leu, Bach Tho, Tran, Hoa Thi Hien, Nguyen, Luong Ngoc, Nghiem, Long Duc, Hoang, Ngoc Bich, Pham, Hung Tuan, Duong, Hung Cong
• Format: Article
• Language: English
• Subjects: aeration; biochemical oxygen demand; biodegradation; Constructed wetland (CW); constructed wetlands; Contaminant removal; denitrification; dissolved oxygen; Domestic wastewater treatment; environmental technology; Flowform cascade (FC); nitrification; nitrogen; Nitrogen removal; phosphates; sewage treatment; total nitrogen; wastewater
• ISSN: 2352-1864; 2352-1864
• DOI: 10.1016/j.eti.2022.102537

This study reports the performance of a new combined flowform cascade (FC) and constructed wetland (CW) system to enhance nitrogen removal and biological degradation of urban wastewater. A series of 8 FC units at the flow rate of 200 L/h could markedly increase the dissolved oxygen level in the wastewater from the initial value of 0.2 mg/L to 5.6 mg/L, thus providing suitable aerobic condition in the front zone of the CW for nitrification and biodegradation of organic contaminants. The results demonstrate that the combined FC/CW system could achieve the sequence of aerobic and anoxic conditions for nitrification and denitrification, respectively. By using a series of FC units for aeration, the CW system could enhance the removal of total nitrogen from 49.4% to 71.2% and biochemical oxygen demand from 80.9% to 86.1% when the hydraulic loading rate was 31.25 m3/m2⋅day. On the other hand, the FC units exerted negligible effects on the phosphate and total suspended solid removals of the CW system. Thus, the combined FC/CW process exhibited phosphate and total suspended solid removals comparable to those of the CW alone. [Display omitted] •A combined flowform cascade (FC)/constructed wetland (CW) system was reported.•FC aeration markedly increased wastewater DO level before CW treatment.•FC aeration and low HLR maintained nitrification and denitrification in CW.•TN and BOD5 removals increased by 44% and 6% due to FC aeration.