2013Huanjing gongcheng jishu xuebaoRequires access

Study of Combined Three-chamber Anaerobic Reactor and Vertical Subsurface Flow Constructed Wetland Process for Rural Grey Wastewater Treatment

Wei Ji-miao

Open publisher page 1 citations

Abstract

The combined three-chamber anaerobic reactor and vertical subsurface flow constructed wetland process was adopted for the treatment of the Changsha County rural dispersed grey wastewater to investigate the feasibility and the removal efficiency. From November 22, 2011 to June 9, 2012, the continuous 192 days operation results showed as follows. When the influent CODCr, NH+4-N, TN and TP concentration was 283-684, 3.2-19.5, 13.2-37.4 and 1.2-6.3 mg/L, respectively, the CODCr, NH+4-N, TN and TP average removal efficiency was 88.9%, 73.9%, 69.8% and 73.9% accordingly under the operation conditions of the anaerobic reactor 75 h HRT and the vertical constructed wetland 30 h HRT. The effluent average concentration of the four indexes was 52, 2.1, 5.1 and 0.7mg/L, respectively, which could meet the Ⅰ-class B criteria specified in the Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant (GB 18918-2002).

About this research paper

What this paper is about

The combined three-chamber anaerobic reactor and vertical subsurface flow constructed wetland process was adopted for the treatment of the Changsha County rural dispersed grey wastewater to investigate the feasibility and the removal efficiency. From November 22, 2011 to June 9, 2012, the continuous 192 days operation results showed as follows. When the influent CODCr, NH+4-N, TN and TP concentration was 283-684, 3.2-19.5, 13.2-37.4 and 1.2-6.3 mg/L, respectively, the CODCr, NH+4-N, TN and TP average removal efficiency was 88.9%, 73.9%, 69.8% and 73.9% accordingly under the operation conditions of the anaerobic reactor 75 h HRT and the vertical constructed wetland 30 h HRT. The effluent average concentration of the four indexes was 52, 2.1, 5.1 and 0.7mg/L, respectively, which could meet the Ⅰ-class B criteria specified in the Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant (GB 18918-2002).

Why it matters

OpenAlex reports 1 citations for this work. Citation counts describe recorded attention and do not establish research quality.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

The combined three-chamber anaerobic reactor and vertical subsurface flow constructed wetland process was adopted for the treatment of the Changsha County rural dispersed grey wastewater to investigate the feasibility and the removal efficiency. From November 22, 2011 to June 9, 2012, the continuous 192 days operation results showed as follows. When the influent CODCr, NH+4-N, TN and TP concentration was 283-684, 3.2-19.5, 13.2-37.4 and 1.2-6.3 mg/L, respectively, the CODCr, NH+4-N, TN and TP average removal efficiency was 88.9%, 73.9%, 69.8% and 73.9% accordingly under the operation conditions of the anaerobic reactor 75 h HRT and the vertical constructed wetland 30 h HRT. The effluent average concentration of the four indexes was 52, 2.1, 5.1 and 0.7mg/L, respectively, which could meet the Ⅰ-class B criteria specified in the Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant (GB 18918-2002).

Key concepts: Effluent, Wastewater, Constructed wetland, Environmental science, Environmental engineering, Pollutant, Anaerobic exercise, Sewage treatment

Related papers

Back to paper searchBrowse research topicsOriginal source
Study of Combined Three-chamber Anaerobic Reactor and Vertical Subsurface Flow Constructed Wetland Process for Rural Grey Wastewater Treatment — Research Paper | ScholarLens