赵艳芳, 李广普, 曾德才, 王清. O3-BAC工艺去除原水中氨氮及耗氧量的效果分析[J]. 环境卫生学杂志, 2017, 7(4): 306-309. DOI: 10.13421/j.cnki.hjwsxzz.2017.04.010
    引用本文: 赵艳芳, 李广普, 曾德才, 王清. O3-BAC工艺去除原水中氨氮及耗氧量的效果分析[J]. 环境卫生学杂志, 2017, 7(4): 306-309. DOI: 10.13421/j.cnki.hjwsxzz.2017.04.010
    ZHAO Yanfang, LI Guangpu, ZENG Decai, WANG Qing. Effect of Ozone-Bidogical Activated Carbon(O3-BAC) Process on Ammonia Nitrogen and Oxygen Removal Consumed in Source Water[J]. Journal of Environmental Hygiene, 2017, 7(4): 306-309. DOI: 10.13421/j.cnki.hjwsxzz.2017.04.010
    Citation: ZHAO Yanfang, LI Guangpu, ZENG Decai, WANG Qing. Effect of Ozone-Bidogical Activated Carbon(O3-BAC) Process on Ammonia Nitrogen and Oxygen Removal Consumed in Source Water[J]. Journal of Environmental Hygiene, 2017, 7(4): 306-309. DOI: 10.13421/j.cnki.hjwsxzz.2017.04.010

    O3-BAC工艺去除原水中氨氮及耗氧量的效果分析

    Effect of Ozone-Bidogical Activated Carbon(O3-BAC) Process on Ammonia Nitrogen and Oxygen Removal Consumed in Source Water

    • 摘要:
      目的 分析O3-BAC(臭氧-活性炭)深度水处理工艺去除原水中氨氮及耗氧量的效果,为政府制定供水规划,推广使用深度处理制水工艺提供科学依据。
      方法 于2011-2016年,每月采集上海市某水厂原水、出厂水,按照《生活饮用水标准检验方法》(GB/T 5750-2006)要求,对水样中氨氮及耗氧量指标进行检测。通过t检验对比分析该自来水厂采用O3-BAC深度水处理工艺前后原水中氨氮、耗氧量的去除率,通过χ2检验对比分析采用O3-BAC深度水处理工艺前后出厂水中氨氮、耗氧量的合格率。
      结果 常规水处理工艺对原水中氨氮的去除率为35.78%±33.45%,对耗氧量的去除率为36.47%±17.97%,O3-BAC深度水处理工艺对原水中氨氮的去除率为65.78%±17.37%,对耗氧量的去除率为53.75%±16.72%,差异均有统计学意义(P < 0.01);常规水处理工艺出厂水氨氮合格率为37.5%、耗氧量合格率为25.0%,O3-BAC深度水处理工艺出厂水氨氮、耗氧量合格率均为100%,差异均有统计学意义(P < 0.05)。
      结论 O3-BAC深度水处理工艺去除原水中氨氮及耗氧量的效果显著,可有效提高出厂水合格率,对改善生活饮用水水质有重要意义。

       

      Abstract:
      Objective To analyze the effects of ozone-bidogical activated carbon(O3-BAC) advanced water treatment process to remove ammonia nitrogen and oxygen consumed in source water and to provide scientific basis for the government to develop better water supply plan and promote the use of the advanced water treatment process.
      Methods Based on the standard test method for drinking water (GB/T 5750-2006), the source water and finished water samples from a waterworks in Shanghai were collected each year in 2011-2016, and the indexes of ammonia nitrogen and oxygen consumed were measured. The removal rate of ammonia nitrogen and the reducing of oxygen consumed in water samples before and after using O3-BAC advanced water treatment process in a water plant was compared by t-test; the qualified rate of ammonia nitrogen and oxygen consumed in water before and after O3-BAC advanced water treatment process was compared by χ2 test.
      Results The removal rate of ammonia nitrogen from source water was 35.78%±33.45% and that of oxygen consumed was 36.47%±17.97% by using conventional water treatment process; while the removal rate of ammonia nitrogen from source water was 65.78%±17.37% and that of oxygen consumed was 53.75%±16.72% by using O3-BAC advanced water treatment process. The differences were statistically significant (P < 0.01). The qualified rate of ammonia nitrogen and oxygen consumed in treated water was 37.5% and 25.0% respectively by using conventional water treatment process; while the qualified rate of both ammonia nitrogen and oxygen consumed in treated water was 100% by using O3-BAC advanced water treatment process. The difference was statistically significant (P < 0.05).
      Conclusions The effect of O3-BAC advanced water treatment process on the removal of ammonia nitrogen and oxygen consumed in source water was remarkable, which could effectively increase the qualified rate of treated water. It is important to improve the quality of drinking water.

       

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