Koottatep T, Polprasert C, Oanh N T, Heinss U, Montangero A, Strauss M
Urban Environmental Engineering and Management Program, School of Environment, Resources and Development, Asian Institute of Technology, Klong Laung, Pathumthani, Thailand.
Water Sci Technol. 2001;44(2-3):181-8.
Constructed wetlands (CWs) have been proven to be an effective low-cost treatment system, which utilizes the interactions of emergent plants and microorganisms in the removal of pollutants. CWs for wastewater treatment are ndrmally designed and operated in horizontal-flow patterns, namely, free-water surface or subsurface flow, while a vertical-flow operation is normally used to treat sludge or septage having high solid contents. In this study, three pilot-scale CW beds, each with a surface area of 25 m2, having 65 cm sand-gravel substrata, supported by ventilated-drainage system and planting with narrow-leave cattails (Typha augustifolia), were fed with septage collected from Bangkok city, Thailand. To operate in a vertical-flow mode, the septage was uniformly distributed on the surface of the CW units. During the first year of operation, the CWs were operated at the solid loading rates (SLR) and application frequencies of, respectively, 80-500 kg total solid (TS)/m2 x yr and 1-2 times weekly. It was found that the SLR of 250 kg TS/m2 x yr resulted in the highest TS, total chemical oxygen demand (TCOD) and total Kjeldahl nitrogen (TKN) removal of 80, 96 and 92%, respectively. The TS contents of the dewatered septage on the CW beds were increased from 1-2% to 30-60% within an operation cycle. Because of the vertical-flow mode of operation and with the effectiveness of the ventilation pipes, there were high degrees of nitrification occurring in the CW beds. The nitrate (NO3) contents in the CW percolate were 180-250 mg/L, while the raw septage had NO3 contents less than 10 mg/L. Due to rapid flow-through of the percolates, there was little liquid retained in the CW beds, causing the cattail plants to wilt, especially during the dry season. To reduce the wilting effects, the operating strategies in the second year were modified by ponding the percolate in the CW beds for periods of 2 and 6 days prior to discharge. This operating strategy was found beneficial not only for mitigating plant wilting, but also for increasing N removal through enhanced denitrification activities in the CW beds. During these 2 year operations, the dewatered septage was not removed from the CW beds and no adverse effects on the septage dewatering efficiency were observed.
人工湿地已被证明是一种有效的低成本处理系统,它利用挺水植物和微生物的相互作用来去除污染物。用于废水处理的人工湿地通常以水平流模式设计和运行,即自由水面流或潜流,而垂直流运行通常用于处理固体含量高的污泥或污水。在本研究中,三个中试规模的人工湿地床,每个表面积为25平方米,有65厘米厚的砂石基质,由通风排水系统支撑,并种植窄叶香蒲(香蒲),用从泰国曼谷市收集的污水进行喂养。为了以垂直流模式运行,污水被均匀地分布在人工湿地单元的表面。在运行的第一年,人工湿地分别以80 - 500千克总固体(TS)/平方米·年的固体负荷率(SLR)和每周1 - 2次的施用频率运行。结果发现,250千克TS/平方米·年的SLR导致总固体、总化学需氧量(TCOD)和总凯氏氮(TKN)的去除率最高,分别为80%、96%和92%。人工湿地床上脱水污水的TS含量在一个运行周期内从1 - 2%增加到30 - 60%。由于垂直流运行模式以及通风管的有效性,人工湿地床内发生了高度的硝化作用。人工湿地渗滤液中的硝酸盐(NO3)含量为180 - 250毫克/升,而原污水的NO3含量小于10毫克/升。由于渗滤液的快速流过,人工湿地床内几乎没有液体留存,导致香蒲植物枯萎,特别是在旱季。为了减少枯萎影响,第二年的运行策略进行了修改,在排放前将渗滤液在人工湿地床中积水2天和6天。发现这种运行策略不仅有利于减轻植物枯萎,而且有利于通过增强人工湿地床中的反硝化活动来增加氮的去除。在这两年的运行中,脱水污水没有从人工湿地床上清除,并且未观察到对污水脱水效率的不利影响。