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不同深度复合垂直流人工湿地脱氮性能比较

黄秋瑾 肖莹 王亚芬 吴振斌 周巧红

黄秋瑾, 肖莹, 王亚芬, 吴振斌, 周巧红. 不同深度复合垂直流人工湿地脱氮性能比较[J]. 环境工程, 2023, 41(1): 164-172. doi: 10.13205/j.hjgc.202301020
引用本文: 黄秋瑾, 肖莹, 王亚芬, 吴振斌, 周巧红. 不同深度复合垂直流人工湿地脱氮性能比较[J]. 环境工程, 2023, 41(1): 164-172. doi: 10.13205/j.hjgc.202301020
HUANG Qiujin, XIAO Ying, WANG Yafen, WU Zhenbin, ZHOU Qiaohong. NITROGEN REMOVAL PERFORMANCE OF COMPOSITE VERTICAL FLOW CONSTRUCTED WETLAND AT DIFFERENT DEPTHS[J]. ENVIRONMENTAL ENGINEERING , 2023, 41(1): 164-172. doi: 10.13205/j.hjgc.202301020
Citation: HUANG Qiujin, XIAO Ying, WANG Yafen, WU Zhenbin, ZHOU Qiaohong. NITROGEN REMOVAL PERFORMANCE OF COMPOSITE VERTICAL FLOW CONSTRUCTED WETLAND AT DIFFERENT DEPTHS[J]. ENVIRONMENTAL ENGINEERING , 2023, 41(1): 164-172. doi: 10.13205/j.hjgc.202301020

不同深度复合垂直流人工湿地脱氮性能比较

doi: 10.13205/j.hjgc.202301020
基金项目: 

国家自然科学基金项目(51509225)

详细信息
    作者简介:

    黄秋瑾(1998-),女,硕士研究生,主要研究方向为水环境生态修复。huangqiujin@cug.edu.cn

    通讯作者:

    王亚芬(1982-),女,副教授,主要研究方向为水环境污染与生态修复。wangyf@cug.edu.cn

NITROGEN REMOVAL PERFORMANCE OF COMPOSITE VERTICAL FLOW CONSTRUCTED WETLAND AT DIFFERENT DEPTHS

  • 摘要: 设计构建了4套分段式复合垂直流人工湿地(IVCW)柱状模拟系统(总程分别为145,185 cm),针对低C/N型人工污水,研究基质层高、添加活性生物质及进水中氮素组成对该系统脱氮效果的影响。结果表明:当水力停留时间为1 d时,4套系统对总氮(TN)去除率均在30%以上,半程基质层设置为95 cm,不添加活性生物质的HI组对TN去除率最高,达到42%;对NH3-N、NO3--N的平均去除率分别为20%~48%、21%~66%,而NO2--N在各系统中均发生了不同程度的积累。随着进水中NO3--N占比负荷的增加(从1/7到6/7),其NO3--N去除率整体呈下降趋势,仅HI组去除率变化较其他组更稳定。但IVCW系统加深后,添加活性生物质反而会降低其TN去除效果。IVCW系统第1段,即下行流上层单元对脱氮贡献最大,高达80%以上;不同处理间强化脱氮效果差异虽不显著,但系统后段其脱氮途径间存在一定差异。相应地,微生物脂肪酸的丰度和种类在第1段最高,其脂肪酸组成与其他段差异最明显;以cy19:0为标志的厌氧细菌在上行流第3~4段逐渐占据优势,且加深组均高于其对照组;单不饱和脂肪酸(MUFA)表征的好氧细菌对IVCW系统脱氮效率贡献更大。
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出版历程
  • 收稿日期:  2022-04-15
  • 网络出版日期:  2023-03-23

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