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潮汐流人工湿地的除氮效果及影响因素
引用本文:张亚琼,崔丽娟,李 伟,李 凯.潮汐流人工湿地的除氮效果及影响因素[J].环境科学研究,2015,28(7):1172-1178.
作者姓名:张亚琼  崔丽娟  李 伟  李 凯
作者单位:中国林业科学研究院湿地研究所, 北京 100091 ;湿地生态功能与恢复北京市重点实验室, 北京 100091
基金项目:中央级公益性科研院所基本科研业务专项(CAFYBB2014QA029,CAFINT2013C13)
摘    要:为研究TF-CW(tidal flow constructed wetland,潮汐流人工湿地)的除氮效果及其主要影响因素,以连续流模拟装置(A组)为对照,设置3种潮汐进水方式〔RAT(闲置时间∶反应时间)分别为1∶1、1∶2、2∶1,依次记做B组、C组、D组〕,运行175 d,分析不同进水方式下TF-CW模拟装置对TN、NH4+-N、NO3--N、TOC的去除效果及其在不同处理深度上的变化. 结果表明:A、B、C、D组TN平均去除率分别为82.41%±4.84%、84.82%±5.09%、86.09%±3.99%、90.23%±3.05%. A组TN和NH4+-N的去除效果与B、C、D组均差异显著(P<0.05),其中D组TN和NH4+-N的去除效果均最好;A组对NO3--N的总体去除效果较优;RAT并不影响TOC的去除率. 不同进水方式下,NH4+-N的去除率均在0~15 cm深度内最大,ρ(TOC)处于较低水平(0~20 mg/L),二者均随处理深度的不断增加而逐渐下降;ρ(NO3--N)在0~15 cm深度内迅速上升. 随着闲置时间的增加,ρ(DO)逐渐升高. TN和NH4+-N的去除率随着运行时间的增加基本保持恒定,主要影响因子有ρ(DO)、RAT、ORP(oxidation reduction potential,氧化还原电位)和ρ(TOC);而NO3--N的去除率随着运行时间的增加而逐渐降低,其主要影响因子有pH、电导率和水温等. 

关 键 词:潮汐流    连续流    人工湿地    氮去除    深度

Depth Variations and Factors Influencing Nitrogen Removal in Tidal Flow Constructed Wetlands
ZHANG Yaqiong,CUI Lijuan,LI Wei and LI Kai.Depth Variations and Factors Influencing Nitrogen Removal in Tidal Flow Constructed Wetlands[J].Research of Environmental Sciences,2015,28(7):1172-1178.
Authors:ZHANG Yaqiong  CUI Lijuan  LI Wei and LI Kai
Institution:Institute of Wetland Research, Chinese Academy of Forestry, Beijing 100091, China ;Beijing Key Laboratory of Wetland Ecological Function and Restoration, Beijing 100091, China
Abstract:To study the main nitrogen removal factors in a tidal flow constructed wetland (TF-CW), idle/response times (RAT) for three different water input scenarios of TF-CWs (1∶1(B), 1∶2(C) and 2∶1(D)) were compared for a continuous flow wetland versus a control group (A). After running the experiment for 175 days, the removal efficiencies and depth variations of the total nitrogen (TN), ammonium nitrogen (NH4+-N), nitrate nitrogen (NO3--N) and total organic carbon (TOC) were analyzed. The results showed that the average TN removal rate was 82.41%±4.84% for A, and 84.82%±5.09%, 86.09%±3.99% and 90.23%±3.05% for the three TF-CWs, B, C and D, respectively. Significant differences existed between the control (A) and the TF-CWs (B, C and D; P<0.05). Scenario D was the most efficient for TN and NH4+-N removal. The control (A) showed higher removal efficiency for NO3--N. In general, the idle/reaction time did not affect the removal rate of TOC. The NH4+-N removal rate was maximally efficient when the reaction depth ranged from 0 to 15cm, and with increasing depth the removal rate slowed. The stage also showed rapidly rising ρ(NO3--N), whereas ρ(TOC) was lower (0-20 mg/L) and further decreased with depth. A longer idle time contributed to higher ρ of dissolved oxygen (DO). The TN and NH4+-N removal rates did not significantly temporally vary in the TF-CWs. The main factors affecting the removal of TN and NH4+-N included DO, idle/response time, oxidation reduction potential (ORP) and TOC. The NO3--N removal rate became slower as the time increased, while the other main factors that influenced its removal rate included pH, conductivity and water temperature. 
Keywords:tidal flow  continuous flow  constructed wetland  nitrogen removal  depth
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