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Effects of HRT on the efficiency of denitrification and carbon source release in constructed wetland filled with bark.
Jiang, Yinghe; Li, Yao; Zhang, Ying; Zhang, Xiangling.
Affiliation
  • Jiang Y; School of Civil Engineering and Architecture, Wuhan University of Technology, 122 Luoshi South Road, Wuhan 430070, China E-mail: 1170121644@qq.com.
  • Li Y; School of Civil Engineering and Architecture, Wuhan University of Technology, 122 Luoshi South Road, Wuhan 430070, China E-mail: 1170121644@qq.com.
  • Zhang Y; School of Civil Engineering and Architecture, Wuhan University of Technology, 122 Luoshi South Road, Wuhan 430070, China E-mail: 1170121644@qq.com; Wuhan Branch, Northwest Design and Research Institute Co., Ltd, China Municipal Engineering, 630 Hanyang Road, Wuhan 430051, China.
  • Zhang X; School of Civil Engineering and Architecture, Wuhan University of Technology, 122 Luoshi South Road, Wuhan 430070, China E-mail: 1170121644@qq.com.
Water Sci Technol ; 75(12): 2908-2915, 2017 Jun.
Article in En | MEDLINE | ID: mdl-28659531
ABSTRACT
Constructed wetland is widely used to treat municipal sewage. However, lack of carbon source always constraints the application of constructed wetland in advanced tailwater treatment process. Bark was used as the filler and external carbon source of constructed wetland in the study, and the effects of hydraulic retention time (HRT) on NO3--N removal efficiency and carbon release velocity were explored. Results showed that the NO3--N removal process was steady in the constructed wetland filled with bark without additional carbon source. The NO3--N removal efficiency and NO3--N concentration presented a first-order reaction. The reaction rate constant k was 0.4 day-1. The relationship between NO3--N removal efficiency (η) and HRT (t) was η = 1-e-0.4t, and η was increased with increasing of HRT. η reached a maximum of 77% at HRT of 4.48 days. η obtained the minimum of 20% at HRT of 0.75 days. The relationship between the carbon source releasing velocity (v) by bark and HRT was v = 0.53(1.62/t-1/t2) + 0.32. v increased first and then decreased with HRT increasing. The maximum v was detected at t = 1.12 days.
Subject(s)

Full text: 1 Collection: 01-internacional Database: MEDLINE Main subject: Waste Disposal, Fluid / Wetlands / Denitrification Language: En Journal: Water Sci Technol Journal subject: SAUDE AMBIENTAL / TOXICOLOGIA Year: 2017 Document type: Article

Full text: 1 Collection: 01-internacional Database: MEDLINE Main subject: Waste Disposal, Fluid / Wetlands / Denitrification Language: En Journal: Water Sci Technol Journal subject: SAUDE AMBIENTAL / TOXICOLOGIA Year: 2017 Document type: Article