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水平渗滤系统的污染物去除效果及动力学分析

Analysis of performance and kinetics of pollutant removal by a horizontal flow infiltration system

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基于人工快渗(CRIS)和水平潜流人工湿地(HSSFCWs)构建了水平流人工渗滤系统(HFCIS),研究了该系统对耗氧有机物(以COD计)、氨氮(NH4+-N)的沿程去除情况和污染物在系统内的垂向分布情况,并进行了动力学分析.结果表明,在水力负荷为0.083 m·d-1、进水耗氧有机物(以COD计)浓度为220~630 mg·L-1、NH4+-N质量浓度为13~47mg·L-1时,COD、NH4+-N的去除率分别为88.6%和91.9%以上.在水力负荷为0.25 m·d-1的条件下,进水耗氧有机物(以COD计)和NH4+-N质量浓度分别为613~690 mg·L-1和36~48 mg·L-1时,总去除率分别为95.5%和78.2%以上.水平方向沿程污染物质量浓度呈现逐渐衰减的趋势,污染物降解符合一阶动力学模型,去除速率常数在CRIS和HSSFCWs的速率常数范围内并处于较高水平.该HFCI系统填料简单,复氧效果好,污染物去除性能优异,提高了土地利用率,建造位置选择较为灵活,在分散式污水处理中有独特的优势.
In this study,a horizontal flow constructed infiltration system(HFCIS)was constructed based on the artificial rapid infiltration(CRIS)and the horizontal subsurface flow constructed wetland(HSSFCWs).The removal of oxygen consuming organic matter(COD)and ammonia nitrogen(NH4+-N)along HFCIS and the vertical distribution of pollutants in HFCIS were studied,as well as the kinetic analysis.The results showed that at the hydraulic load of 0.083 m·d-1,the influent oxygen consuming organic matter(COD)concentration of 220~630 mg·L-1,and the influent NH4+-N mass concentration of 13~47 mg·L-1,the removal rates of COD and NH4+-N were higher than 88.6%and 91.9%,respectively.When the hydraulic loading was 0.25 m·d-1,the mass concentrations of influent oxygen consuming organic matter(COD)and NH4+-N were 613-690 mg·L-1 and 36-48 mg·L-1,the total removal rates were over 95.5%and 78.2%,respectively.The pollutant mass concentration along the horizontal direction showed a gradually decreasing trend.The pollutant degradation accorded with the first-order kinetic model,and the removal rate constant was at a high level in the range of CRIS and HSSFCWs rate constants.HFCI system had a simple filling,a good reoxygenation effect,an excellent pollutant removal performance,improved the land utilization rate with a flexible construction location selection.It has unique advantages in decentralized sewage treatment.

horizontal flow infiltration systemkineticsremoval rate constantdecentralized wastewater treatment

廖俭霞、黄智、高澍、宿程远

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广西师范大学环境与资源学院,桂林 541006

珍稀濒危动植物生态与环境保护教育部重点实验室(广西师范大学),桂林 541006

水平渗滤系统 动力学 去除速率常数 分散式污水处理

国家自然科学基金资助项目

52060003

2024

环境工程学报
中国科学院生态环境研究中心

环境工程学报

CSTPCD北大核心
影响因子:0.804
ISSN:1673-9108
年,卷(期):2024.18(2)
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