间歇曝气人工湿地对海水养殖尾水的处理效果及微生物响应

Treatment performance of intermittently aerated constructed wetlands on marine aquaculture effluent and microbial response

  • 摘要: 为探明间歇曝气对海水养殖尾水人工湿地脱氮效能及微生物群落的影响,构建了间歇曝气与自然运行两种运行方式的复合垂直流小试人工湿地系统,其中间歇曝气组设置3个曝停比阶段(1 h∶23 h、1 h∶11 h和1 h∶5 h);测定湿地进出水及上下行池不同基质层的理化指标,对综合脱氮效果最佳阶段的基质样品开展细菌16S rRNA基因高通量测序,并结合αβ多样性分析、环境相关性分析、FAPROTAX功能预测,比较两种运行方式下海水人工湿地的脱氮特征及微生物响应。结果表明:1)间歇曝气人工湿地对尾水中氨氮、亚硝酸盐氮和总氮的去除效果显著优于自然运行人工湿地,其中曝停比1 h∶5 h时综合脱氮性能最佳,去除率最高分别达89%、98%和70%,最终出水浓度分别为0.14~0.17、0.01~0.03、1.15~1.47 mg/L;而自然运行人工湿地对硝酸盐氮的去除效果更好。2)间歇曝气显著提高了微生物群落的丰富度、均匀度和多样性,并导致两种运行方式下群落结构明显分离。3)溶解氧是驱动群落差异的关键环境因子,贡献度为17.23%,RDA分析和Mantel检验也证实了溶解氧与微生物群落结构存在显著相关性。4)功能预测显示,间歇曝气人工湿地中硝化相关功能相对富集,而自然运行人工湿地中反硝化相关功能更强。研究显示,间歇曝气可通过调控海水人工湿地内溶解氧梯度,协同提升脱氮性能并重塑微生物群落结构与功能,为海水养殖尾水生态处理工艺优化提供理论依据。

     

    Abstract: To investigate the effects of intermittent aeration on nitrogen removal performance and microbial communities in constructed wetlands treating marine aquaculture effluent, two pilot-scale composite vertical-flow constructed wetland systems operated under intermittent aeration and natural conditions were established. Three aeration/non-aeration ratios (1 h∶23 h, 1 h∶11 h, and 1 h∶5 h) were tested in the intermittent aeration group. Physicochemical parameters were measured in the influent, effluent, and different substrate layers of the downflow and upflow units. In addition, bacterial 16S rRNA gene high-throughput sequencing was conducted on substrate samples collected during the stage with the optimal overall nitrogen removal performance. These measurements, combined with alpha/beta diversity analysis, environmental correlation analysis, and FAPROTAX functional prediction, allowed a comparison of the nitrogen removal characteristics and microbial responses of the marine constructed wetlands under the two operation modes. The results showed that: (1) the intermittently aerated constructed wetland exhibited significantly better removal of ammonia nitrogen, nitrite nitrogen, and total nitrogen than the naturally operated constructed wetland. The optimal overall nitrogen removal performance was achieved at an aeration/non-aeration ratio of 1 h∶5 h, with the highest removal efficiencies of 89%, 98%, and 70%, and final effluent concentrations of 0.14-0.17, 0.01-0.03, and 1.15-1.47 mg/L, respectively. In contrast, the naturally operated constructed wetland showed better nitrate nitrogen removal. (2) Intermittent aeration significantly increased the richness, evenness, and diversity of the microbial community, and resulted in a clear separation of microbial community structures between the two operation modes. (3) Dissolved oxygen was identified as a key environmental factor driving community differences, explaining 17.23% of the variation. Both redundancy analysis (RDA) and the Mantel test confirmed a significant correlation between dissolved oxygen and microbial community structure. (4) Functional prediction indicated that nitrification-related functions were relatively enriched in the intermittently aerated constructed wetland, whereas denitrification-related functions were stronger in the naturally operated constructed wetland. These findings demonstrate that intermittent aeration can synergistically enhance nitrogen removal performance and reshape microbial community structure and function in marine constructed wetlands by regulating dissolved oxygen gradients, thereby providing a theoretical basis for optimizing ecological treatment processes for marine aquaculture effluent.

     

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