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WOOD-BASED FILTER FOR NITRATE REMOVAL IN SEPTIC SYSTEMS

机译:防腐系统中用于硝酸盐去除的木质过滤器

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摘要

The recognition that septic systems can generate groundwater plumes with nitrate concentrations exceeding the drinking water limit has led to a need for improved nitrogen removal in septic systems. Long-term (3 to 5 year) monitoring results are presented for four full-scale, on-site wastewater treatment systems using a novel porous media filter (Nitrex filter) for enhanced nitrogen removal. The filter removes nitrogen by denitrification of pretreated, nitrified, septic tank effluent using a slowly soluble carbon source (wood byproduct material) incorporated into the filter. Results are presented for a house (sewage flow ~1 m 3 d -1 ), a trailer park (7 m 3 d -1 ), a communal residence (18 m 3 d -1 ), and an inn (73 m 3 d -1 ). In each case, the septic tank effluent was pretreated using a sand filter, then flowed passively through the denitrification filter, and finally was dispersed in a conventional tile bed. Influent (sand filter) NO 3 -N concentrations, averaging 14.2 to 37.7 mg L -1 , were significantly attenuated in the denitrification filters at each site (p 0.05) by amounts ranging between 87% and 98%. Reaction rates were temperature dependent, ranging from 7 to 10 mg N L -1 d -1 , and showed no sign of deteriorating with system age at any of the sites. Results support previous mass balance calculations and pilot-scale field trials, suggesting that such filters have the potential to operate for years without the need for media replenishment. These filters offer a practical solution to nitrate control in small to medium sized on-site wastewater treatment systems where simplicity of operation and low maintenance are desirable
机译:人们认识到化粪池系统可以产生硝酸盐浓度超过饮用水极限的地下水羽流,因此需要改善化粪池系统中的氮去除率。提出了使用新型多孔介质过滤器(Nitrex过滤器)以提高氮去除率的四个全尺寸,现场废水处理系统的长期(3至5年)监测结果。过滤器使用合并到过滤器中的缓慢溶解的碳源(木材副产品材料)对经过预处理的硝化化粪池废水进行反硝化处理,从而除去氮。给出了房屋(污水流量〜1 m 3 d -1 )和拖车停车场(7 m 3 d -1 ),公共住所(18 m 3 d -1 )和旅馆(73 m 3 d < sup> -1 )。在每种情况下,化粪池的出水都使用砂滤器进行预处理,然后被动地流过反硝化过滤器,最后分散在常规的瓷砖床中。在每个位置的反硝化过滤器中,进水(沙滤器)的NO 3 -N浓度平均为14.2至37.7 mg L -1 显着衰减(p <0.05)含量介于87%和98%之间。反应速率是温度依赖性的,范围从7到> 10 mg N L -1 d -1 ,并且在任何位置都没有随系统年龄而变坏的迹象。结果支持以前的质量平衡计算和中试规模的现场试验,表明这种过滤器具有多年运行潜力,而无需补充介质。这些过滤器为中小型现场废水处理系统中的硝酸盐控制提供了实用的解决方案,这些系统要求操作简单且维护成本低

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  • 来源
    《Transactions of the ASABE》 |2005年第1期|p.121-128|共8页
  • 作者单位

    William D. Robertson, Research Associate Professor, Department of Earth Sciences, University of Waterloo, Waterloo, Ontario, Canada;

    Greg I. Ford, ASAE Member Engineer, President, Septech Environmental, Ltd., London, Ontario, Canada;

    and Pio S. Lombardo, ASAE Member Engineer, President, Lombardo Associates, Inc., Newton, Massachusetts. Corresponding author: W. D. Robertson, Department of Earth Sciences, University of Waterloo, Waterloo, Ontario, Canada N2L 3G1;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    NO sub 3 /sub; On-site; Sewage; Treatment;

    机译:否sub 3 / sub;现场;污水;治疗;

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