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人工湿地系统处理制革工业废水的潜力。

Potential of constructed wetland systems for treating tannery industrial wastewater.

机构信息

Department of Environmental Engineering, Ardhi University (ARU), P.O. Box 35176, Dar es salaam, Tanzania.

出版信息

Water Sci Technol. 2010;61(4):1043-52. doi: 10.2166/wst.2010.474.

Abstract

This paper reports on findings of a study on the performance of two units of a Horizontal Sub-Surface Flow Constructed Wetland (HSSFCW) units in treating wastewater effluent from a tannery industry. One of the HSSFCW units was planted with macrophytes, while the other was used as a control (without plants). Wastewater was fed into the wetland units at the mean flow rate of 0.045+/-0.005 m(3)/day. The studied parameters were chromium, turbidity, salinity, Total Dissolved Solids (TDS), Electric Conductivity (EC), pH and temperature. The mean Hydraulic Retention Time (HRT) was 1.60 days (in the control) and 1.80 days (in the vegetated) units, obtained as a ratio of the volume of the wastewater and the volumetric flow rate of wastewater through the units while taking into consideration the porosity of the media. The vegetated HSSFCW exhibited higher chromium removal efficiency (99.83%), than the control unit with the removal efficiency of 92.53%. High chromium removal was associated with both high temperature as well as high pH values in the HSSFCW units. The reduction in turbidity was found to be 71% in the vegetated wetland unit while the corresponding value for the control unit was 66%. Results obtained indicated low reduction efficiencies of both EC (0.3% in the vegetated unit and 1.6% in the control unit) and salinity (11% in the vegetated unit and 22% in the control unit) in the two mesocosms. Generally, however, the study demonstrated that constructed wetlands can be used as an option for improving the quality of tannery effluents especially in the removal of chromium. Chromium removal might have been effected by, among others, gravitational settling of solids and formation of co-precipitation with insoluble compounds as well as adsorption on the substrates and plant surfaces.

摘要

本论文报告了一项关于两个水平潜流人工湿地(HSSFCW)单元处理制革厂废水的性能研究结果。其中一个 HSSFCW 单元种植了水生植物,而另一个则作为对照(无植物)。废水以 0.045+/-0.005 m(3)/day 的平均流速流入湿地单元。研究的参数包括铬、浊度、盐度、总溶解固体(TDS)、电导率(EC)、pH 值和温度。水力停留时间(HRT)的平均值为 1.60 天(在对照单元)和 1.80 天(在植被单元),这是通过将废水体积与通过单元的废水体积流量相除,并考虑到介质的孔隙率来获得的。植被 HSSFCW 的铬去除效率(99.83%)高于对照单元(92.53%)。高铬去除率与 HSSFCW 单元中的高温和高 pH 值有关。在植被湿地单元中,浊度的降低率为 71%,而对照单元的相应值为 66%。结果表明,在两个中试装置中,EC(植被单元中为 0.3%,对照单元中为 1.6%)和盐度(植被单元中为 11%,对照单元中为 22%)的降低效率均较低。然而,总的来说,该研究表明,人工湿地可以作为改善制革厂废水质量的一种选择,特别是在去除铬方面。铬的去除可能是通过固体的重力沉降、与不溶性化合物形成共沉淀以及对基质和植物表面的吸附等多种机制共同作用的结果。

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