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潮汐流-潜流组合人工湿地污水净化效率
引用本文:高红杰,王帅,宋永会,彭剑峰,李蕊,郅二铨,丁琳.潮汐流-潜流组合人工湿地污水净化效率[J].环境污染治理技术与设备,2013(10):3743-3748.
作者姓名:高红杰  王帅  宋永会  彭剑峰  李蕊  郅二铨  丁琳
作者单位:[1]中国环境科学研究院城市水环境科技创新基地,北京100012 [2]沈阳化工大学环境与安全工程学院,沈阳110142
基金项目:国家水体污染控制与治理科技重大专项(2012zx07202-005)
摘    要:构建了潮汐流-潜流组合和潜流-潮汐流组合人工湿地对污水进行处理,分别研究2种组合人工湿地对污水的净化效果。结果表明,在平均进水COD浓度为214.28mg/L、NH4+-N浓度为10.57mg/L、PO34--P浓度为5.44mg/L、TN浓度为10.25mg/L,水力负荷为o.2m3/(m2·d)的条件下,潮汐流-潜流组合人工湿地对COD、PO34--P的去除率分别为58.28%和46.99%,与潜流-潮汐流组合人工湿地处理效果相近;对NH4+-N、TN,潮汐流-潜流组合人工湿地的去除率分别为69.93%和71.03%,比潜流-潮汐流组合人工湿地分别高15%和33%。潮汐流-潜流人工湿地的组合,在系统内实现了硝化-反硝化的组合,强化了系统对TN的净化效果,其对TN的净化效果比-般的潜流和表面流人工湿地组合提高20%~30%。总体上,潮汐流-潜流组合人工湿地具有更好的净化效果。

关 键 词:潮汐流  潜流  人工湿地  脱氮  净化效果

Sewage purification effect of tidal flow-subsurface flow hybrid constructed wetland
Gao Hongjie,Wang Shuai,Song Yonghui,Peng Jianfeng,Li Rui,Zhi Erquan,Ding Lin.Sewage purification effect of tidal flow-subsurface flow hybrid constructed wetland[J].Techniques and Equipment for Environmental Pollution Control,2013(10):3743-3748.
Authors:Gao Hongjie  Wang Shuai  Song Yonghui  Peng Jianfeng  Li Rui  Zhi Erquan  Ding Lin
Institution:1. Department of Urban Water Environmental Research, Chinese Research Academy of Environmental Sciences, Beijing 100012, China; 2. College of Environmental and Safety Engineering, Shenyang University of Chemical Technology, Shenyang 110142, China)
Abstract:The tidal flow-subsurface flow and subsurface flow-tidal flow constructed wetland systems were built and studied, respectively, for sewage treatment. The results showed that when the average inflow concentra- tions of COD, NH4 -N, PO34- -P and TN were 214.28, 10.57, 5.44 and 10.25 mg/L, respectively, and the hy- draulic loading was 0.2 m3/( m2. d) , the corresponding removal efficiencies of COD and pO34- -P by tidal flow- subsurface flow wetland were 58.28% and 46.99% , respectively, which was similar to those of subsurface flow- tidal flow constructed wetland. In contrast, the removal rates of NH4+ -N and TN by tidal flow-subsurface flow hy- brid constructed wetland were higher (69.93% and 71.03% ) than those of subsurface flow- tidal flow hybrid constructed wetland. The higher removal efficiency is due to the concurrent occurrence of nitrification-denitrifica- tion in tidal flow-subsurface flow hybrid constructed wetland system, thus enhancing the purification efficiency of TN, even 20% to 30% higher than those by the general hybrid constructed wetland of subsurface flow and free water surface flow system. In comparison with the subsurface flow-tidal flow system, tidal flow-subsurface flow hybrid constructed wetland exhibited a better performance for sewage purification.
Keywords:tidal flow  subsurface flow  constructed wetland  denitrification  purification effect
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