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Performance of a 10000 m3/day Constructed Wetland for Treating Polluted River Water

by Tsai, Shiang-an

Abstract (Summary)
The Wu-Luo River located in the Ping-Tong County of southern Taiwan has long been polluted by untreated domestic and partially treated poultry wastewaters and is among the most polluted rivers in Taiwan. A full-scale constructed wetland (CW) has been in operation since January of 2005 for cleaning a part of the polluted river water. The purpose of this study was to investigate the specifications of the CW and its performance for removing both organic and inorganic pollutants form the influent water. Results indicate that during the investigation period of April 2006 to February 2007, the CW had channel widths of 86-112 m (average 100 m) and a zone-type length of 1,600 m. It occupied a total area of 18 hectares in which around 9 hectares were wetted by the introduced river water. Around 4.7 hectares of the CW was flooded by the river water and 1.9 hectares were occupied by emergent and floating plants such as cattail, water lettuce, reed, water celery, and bara grass. A total water volume of around 6,800 m3 was estimated. In the period, 10,000-20,000 m3/day (CMD) (average 10,800 CMD) of the polluted river water was introduced to the CW and a hydraulic retention time (HRT) of 0.63 day was estimated for the flowing water in the through the water body. Results also indicated that the influent water has the following qualities (unit in mg/L except pH and number in parentheses indicates the average value): total COD (CODt) 10-121 (52), BOD 6-36 (21), suspended solids (SS) 10-165 (70), pH 5.4-8.1 (7.4), ammonia-N 2-22 V (13), nitrate-N 0-9.4 (2.5), nitrite-N 0-1.8 (0.2), total-N (TN) 9.9-41.3 (22.6), phosphate-P 0-3.1 (0.9), total-P (TP) 1.2-36.7 (5.2), Cu 0.022-0.60 (0.071), and Zn 0.01-0.36 (0.13). It was found that water sampled from nearly the middle point of the CW got better clarification results than that from the effluent end. Pollutant removal efficacies were 60, 60, and 67%, respectively, for CODt, BOD, and SS at the middle point, while 56, 54, and 45%, respectively, for CODt, BOD, and SS at the effluent end. Organics, N, and P released from rotten plants were responsible for the poor water qualities at the end. The CW had only a TN removal efficacy of around 18% and no TP removal effect.
Bibliographical Information:

Advisor:Lei Yang; Ming-Shean Chou; Ju-Sheng Huang

School:National Sun Yat-Sen University

School Location:China - Taiwan

Source Type:Master's Thesis

Keywords:pollutant removal sewage fws constructed wetland

ISBN:

Date of Publication:07/13/2007

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