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中试规模混合人工湿地处理生活污水的出水水质及回用潜力

Effluent quality and reuse potential of domestic wastewater treated in a pilot-scale hybrid constructed wetland system.

机构信息

TUBITAK MRC, Environment and Clean Production Institute, Gebze, Kocaeli, Turkey.

TUBITAK MRC, Environment and Clean Production Institute, Gebze, Kocaeli, Turkey; Istanbul Medeniyet University, Department of Bioengineering, Unalan, Uskudar, Istanbul, Turkey.

出版信息

J Environ Manage. 2015 Jun 1;156:115-20. doi: 10.1016/j.jenvman.2015.03.042. Epub 2015 Apr 2.

DOI:10.1016/j.jenvman.2015.03.042
PMID:25841192
Abstract

The study investigates treatment and reuse potential of domestic wastewater of a small community of about 30 people sequentially by anaerobic pretreatment followed by horizontal (HSSF-CW) and vertical (VSSF-CW) sub-surface flow constructed wetlands operated in series. The organic and suspended solids load to the hybrid wetland system was decreased by anaerobic pretreatment. HSSF-CW mainly removed organic matter and supported denitrification whereas VSSF-CW mainly obtained nitrification and phosphorus removal. Recirculation of the effluent increased particularly total nitrogen removal in the wetland system. The study involves evaluation of the whole system in terms of effluent quality. It was achieved on average >95% organic matter and >90% nitrogen removal in the hybrid constructed wetland system with anaerobic pretreatment at a specific wetland surface area of only about 1 m(2) per person. Average mass removal rates were 21.17 gCOD/m(2)day, 5.58 gBOD5/m(2)day, 2.78 gTKN/m(2)day, 1.35 gTN/m(2)day, 0.44 gTP/m(2)day and 5.21 gTSS/m(2)day throughout the total duration of the operation. Consequently, the effluent met the regulations for discharge limits for organic matter and suspended solids. COD and TN concentrations decreased to below 20 mg/L in the effluent. It was also shown that effluent of the system could be reused for irrigation if it is disinfected properly.

摘要

该研究采用厌氧预处理-水平潜流(HSSF-CW)-垂直潜流(VSSF-CW)串联人工湿地组合工艺对一个约 30 人的小型社区生活污水进行了处理和再利用潜力的研究。厌氧预处理降低了进入混合湿地系统的有机负荷和悬浮物负荷。HSSF-CW 主要去除有机物并支持反硝化作用,而 VSSF-CW 主要进行硝化和除磷作用。回流增加了湿地系统的总氮去除率。本研究从出水水质方面对整个系统进行了评估。在特定的湿地面积仅为每人 1 平方米左右的情况下,采用厌氧预处理的混合人工湿地系统可实现平均 >95%的有机物去除率和 >90%的氮去除率。平均质量去除率为 21.17 gCOD/m(2)day、5.58 gBOD5/m(2)day、2.78 gTKN/m(2)day、1.35 gTN/m(2)day、0.44 gTP/m(2)day 和 5.21 gTSS/m(2)day。因此,出水水质满足有机物和悬浮物排放限值的要求。COD 和 TN 浓度在出水中降低到 20mg/L 以下。研究还表明,如果对系统的出水进行适当消毒,可将其回用于灌溉。

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