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浸润线高度对垂直潜流湿地处理效果的影响研究
引用本文:王振,刘超翔,李鹏宇,董健,刘琳,黄栩,朱葛夫. 浸润线高度对垂直潜流湿地处理效果的影响研究[J]. 农业环境科学学报, 2012, 31(9): 1823-1828
作者姓名:王振  刘超翔  李鹏宇  董健  刘琳  黄栩  朱葛夫
作者单位:1. 中国科学院城市环境研究所,厦门361021;中国科学院研究生院,北京100049
2. 中国科学院城市环境研究所,厦门,361021
3. 中国科学院城市环境研究所,厦门361021;西安建筑科技大学环境与市政工程学院,西安710055
基金项目:福建省区域重大科技项目,厦门市科技计划项目,福建省星火计划重点项目,福建省科技计划重点项目
摘    要:针对污染物浓度较高的猪场沼液,开展了不同浸润线高度下垂直潜流湿地处理效果的对比研究。试验结果表明:湿地浸润线可改变湿地填料层中的溶解氧分布和水力流态,从而造成了3种类型湿地系统对猪场沼液处理效果的差异;在不同水力负荷下,中浸润线垂直潜流湿地(VSSF-M)对猪场沼液中各项污染物的去除效果均好于低浸润线垂直潜流湿地(VSSF-L)和高浸润线垂直潜流湿地(VSSF-H);中浸润线垂直潜流湿地利用溶解氧梯度在填料层内实现了好氧区、缺氧区和厌氧区的共存,从而使硝化作用与反硝化作用在同一系统内完成,提高了系统的脱氮能力;中浸润线垂直潜流湿地系统还可适当增大系统的水力停留时间(HRT),并可优化水力流态,从而进一步改善湿地系统的净化效果。因此,结合处理效果和出水水质的稳定性,中浸润线垂直潜流湿地对浓度较高的猪场沼液具有较高的去除效率。

关 键 词:猪场沼液  浸润线  垂直潜流湿地  处理效果

Influence of Water Level on Treatment Performance of Vertical Subsurface Flow Constructed Wetlands
WANG Zhen , LIU Chao-xiang , LI Peng-yu , DONG Jian , LIU Lin , HUANG Xu , ZHU Ge-fu. Influence of Water Level on Treatment Performance of Vertical Subsurface Flow Constructed Wetlands[J]. Journal of Agro-Environment Science( J. Agro-Environ. Sci.), 2012, 31(9): 1823-1828
Authors:WANG Zhen    LIU Chao-xiang    LI Peng-yu    DONG Jian    LIU Lin    HUANG Xu    ZHU Ge-fu
Affiliation:1 (1.Institute of Urban Environment, CAS, Xiamen 361021, China; 2.Graduate University of Chinese Academy of Sciences, Beijing 100049, China; 3.School of Environmental and Municipal Engineering, Xi′an Univ. of Arch. & Tech., Xi′an 710055, China)
Abstract:Comparison study of three vertical subsurface flow constructed wetlands with different water level to treat digested swine wastewa- ter was carried out under different hydraulic loading rate(HLR). The results showed that, vertical subsurface flow constructed wetland with high water leve(lVSSF-H), vertical subsurface flow constructed wetland with middle water leve(lVSSF-M)and vertical subsurface flow constructed wetland with low water leve(lVSSF-L)were highly effective in removing SS under three different HLR, whereas their removal rates of COD, NH 4+ -N, TN and TP decreased with increasing HLR, respectively; VSSF -M had the best effect on treating digested swine wastewater under three different HLR, especially NH4+ -H and TN, as HLR was 0.02 m·3m-·2d-1, average removal efficiencies of VSSF-M were as follows:83.59% for SS, 90.94% for COD, 87.39% for NH4+ -N, 82.68% for TN, 95.42% for TP, respectively. It was indicated that there was significant differences among VSSF-H, VSSF-M and VSSF-L due to their different distribution of dissolved oxygen and hydraulic flow state caused by water level; VSSF-M could make aerobic zone, anoxic zone and anaerobic zone coexist in the system in order to improve nitrogen removal rate by nitrification and denitrification; in addition, wastewater treatment effect of VSSF-M could be strengthened because VSSF-M could prolong the hydraulic retention time and optimize hydraulic flow state. Accordingly, VSSF-M was more effective in treating livestock wastewater with high concentration of pollutant due to its high efficiency and stability.
Keywords:digested swine wastewater  water level  vertical subsurface flow constructed wetland(VSSF)  treatment effect
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