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潮汐流人工湿地基质硝化反硝化强度研究

张亚琼 崔丽娟 李伟 李凯

生态环境学报Issue(3):480-486,7.
生态环境学报Issue(3):480-486,7.DOI:10.16258/j.cnki.1674-5906.2015.03.017

潮汐流人工湿地基质硝化反硝化强度研究

Study on the Intensity of Matrix Nitrification and Denitrification in Tidal Flow Contructed Wetlands

张亚琼 1崔丽娟 2李伟 3李凯1

作者信息

  • 1. 中国林业科学研究院湿地研究所,北京 100091
  • 2. 湿地生态功能与恢复北京市重点实验室,北京 100091
  • 3. 北京汉石桥湿地生态系统定位观测研究站,北京 101300
  • 折叠

摘要

Abstract

As a new type of constructed wetland ecosystem, tidal flow constructed wetland (TF-CW) has been widely cited in for the research field of nitrogen removal in recent years. By comparing the four different input water type TF-CWs, this study analyzes the relationship between nitrification intensity and NH4+-N removal rate, denitrification intensity and NO3--N effluent concentration. This research also explores the nitrification and denitrification intensity with depth change. Research results show that the different average NH4+-N removal rates were remarkable in four different TF-CWs, which were in accordance with that of nitrification intensity. The largest average nitrification intensity appeared on this TF-CW, idle time/response time was 2∶1, was 1.68±0.29 mg·kg-1·h-1. The average denitrification intensity otherness in four different TF-CWs was also outstanding (P=1.202×10-5). The denitrification intensity was largest in continuous flow constructed wetland, which was 2.99±1.58 mg·kg-1·h-1. Nitrification intensity of TF-CW matrix was significantly positive correlated with NH4+-N removal rate (r2=0.8497,P=4.285×10-14), while denitrification intensity and NO3--N effluent concentration showed a significantly negative correlation relationship (r2=0.8448,P=6.939×10-14). The nitrification intensity attained maximum where reaction depth ranges from 0 cm to 30 cm. With the increasing depth, the nitrification intensity change decreases on the other side. The maximum of denitrification intensity appeared on 30~60cm. This study constructs a theoretical basis for the design and improvement of removal effect of TF-CW. It argued that it is necessary to consider NH4+-N and NO3--N removal efficiency as a whole when design a TF-CW. The efficient nitrogen removal requires combined and reasonable configuration TF-CW and continuous flow constructed wetland.

关键词

潮汐流/人工湿地/基质/硝化强度/反硝化强度

Key words

tidal flow/constructed wetland/matrix/nitrification intensity/denitrification intensity

分类

资源环境

引用本文复制引用

张亚琼,崔丽娟,李伟,李凯..潮汐流人工湿地基质硝化反硝化强度研究[J].生态环境学报,2015,(3):480-486,7.

基金项目

中央级公益性科研院所基本科研业务费专项(CAFYBB2014QA029);中央级公益性科研院所基本科研业务费专项(CAFINT2013C13);国家林业公益性行业科研专项(201404305) (CAFYBB2014QA029)

生态环境学报

OA北大核心CSCDCSTPCD

1674-5906

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