多层过滤床结构对多级人工湿地污水处理性能的影响

Tasuku Suzuki, T. Taniguchi, K. Nakano
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引用次数: 0

摘要

本研究在中试多级人工湿地中比较了多层过滤床(MLF)和非多层过滤床(n-MLF)处理污水的性能特点,并阐明了多层结构对水净化性能的影响。结果表明,在垂直流动条件下,多层结构对BOD和nh4 + -N去除等曝气处理性能的影响可以忽略不计,但在垂直和水平混合流动条件下则不能忽略。混合条件下,MLF比n-MLF更易曝气,导致曝气处理性能较差。此外,缺乏植被对MLF的影响表现为较低的脱氮性能。垂直流动条件下,MLF对BOD和磷的比去除率比n-MLF提高了1.5倍,但对氮的去除率没有提高。本工程人工湿地处理污水的比能耗较低,为0.32 kWh m -3,说明人工湿地在完成污水工程脱碳方面的有效性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effect of Multilayered Structure of Filtration Beds on Sewage Treatment Performance in a Multistage Constructed Wetland
In this research, the performance characteristics of the multilayered filtration bed ( MLF ) and non-multilayered filtration bed ( n-MLF ) in a pilot-scale multistage constructed wetland for treating sewage were compared, and the effect of the multilayered structure on the water purification performance was elucidated. It was confirmed that the effect of the multilayered structure on the aerated treatment performance of, for example, BOD and NH 4+ -N removal was negligible under the vertical flow condition, but not under the hybrid condition comprising both vertical and horizontal flows. MLF was easier to become anaerated than n-MLF, resulting in a lower aerated treatment performance under the hybrid condition. Furthermore, the effect of a lack of vegetation on MLF manifested as a lower nitrogen removal performance. Although the specific removal unit for BOD and phosphorus under the vertical flow condition in MLF increased 1.5fold compared with that in n-MLF, the removal performance of nitrogen could not be improved. The specific energy consumption for sewage treatment by the constructed wetland in this work was low at 0.32 kWh m -3 , demonstrating the effectiveness of the constructed wetland in accomplishing the decarbonization of sewage works.
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