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Pollutant Removal by Gravel Contact Oxidation Treatment System in Taipei

机译:台北市砾石接触氧化处理系统去除污染物

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The Guiyang gravel contact oxidation treatment system was constructed to purify combined sewage and rainwater in Taipei. In this study, influent and effluent were sampled monthly for the analyses of dissolved oxygen (DO), suspended solids (SS), biochemical oxygen demand (BOD), chemical oxygen demand (COD), ammonia nitrogen and nitrate. Results showed that removal rates of BOD, SS and NH3-N ranged 85-95% (averaged 90%), 70-95% (averaged 85%), and 70-90% (averaged 80%), respectively. Therefore, the gravel contact oxidation system is quite effective in pollution control for combined sewage and rainwater. However, microbial denitrification was not effective due to high concentrations of dissolved oxygen in non-aeration zones of the gravel contact oxidation treatment system. Although the concentration of NH3-N decreased quickly, nitrogen was not removed by microbial degradation. It was only a migration process among different forms of nitrogen. Therefore, it is important to effectively control aeration in the front zone of the gravel contact oxidation treatment system to improve the removal efficiency of total nitrogen.
机译:贵阳砾石接触氧化处理系统的建造是为了净化台北市的污水和雨水。在这项研究中,每月对进水和出水进行采样,以分析溶解氧(DO),悬浮固体(SS),生化需氧量(BOD),化学需氧量(COD),氨氮和硝酸盐。结果表明,BOD,SS和NH3-N的去除率分别为85-95%(平均90%),70-95%(平均85%)和70-90%(平均80%)。因此,砾石接触氧化系统对于污水和雨水的混合污染控制非常有效。然而,由于在砾石接触氧化处理系统的非曝气区中溶解氧的浓度较高,因此微生物反硝化无效。尽管NH3-N的浓度迅速降低,但微生物降解并不能除去氮。这只是在不同形式的氮之间的迁移过程。因此,重要的是有效地控制砾石接触氧化处理系统的前部区域中的通气以提高总氮的去除效率。

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