| OAO工艺在镇江市新区大路污水厂的应用 |
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| 引用本文： | 王申,许立群,张有仓.OAO工艺在镇江市新区大路污水厂的应用[J].中国市政工程,2013(2):43-46,107,108. |
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| 作者姓名： | 王申 许立群 张有仓 |
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| 作者单位： | 镇江市水业总公司,江苏镇江,212001 |
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| 摘 要： | 镇江市新区大路污水厂采用好氧-厌氧-好氧(OAO)工艺。在进水COD、BOD、SS、NH3-N、TP浓度分别为263.00、106.00、118.00、17.00和3.25 mg/L的条件下,处理出水COD、BOD、SS、NH3-N、TP浓度分别为41.000、8.000、8.000、3.780和0.348 mg/L,出水达到GB 18918—2002《城镇污水处理厂污染物排放标准》的一级A标准。
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| 关 键 词： | 好氧-厌氧-好氧工艺 乡镇污水处理厂 混合废水 |
On OAO Process Applied in Zhenjiang New Area Dalu Sewage Treatment Plant |
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| WANG Shen;XU Li-qun;ZHANG You-cang.On OAO Process Applied in Zhenjiang New Area Dalu Sewage Treatment Plant[J].China Municipal Engineering,2013(2):43-46,107,108. |
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| Authors: | WANG Shen;XU Li-qun;ZHANG You-cang |
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| Affiliation: | WANG Shen;XU Li-qun;ZHANG You-cang(Zhenjiang Water Industry General Co.,Ltd.,Zhenjiang 212001,China) |
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| Abstract: | OAO process is applied in Zhenjiang New Area Dalu Sewage Treatment Plant.With the concentrations of influent COD,BOD,SS,NH3-N,TP being 263.00,106.00,118.00,17.00 and 3.25 mg/L separately,the concentrations of effluent COD,BOD,SS,NH3-N,TP can be 41.000,8.000,8.000,3.780 and 0.348 mg/L accordingly.The outflow quality can arrive at Standard A of First Class from GB 18918—2002 Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant. |
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| Keywords: | OAO process township sewage treatment plant mixed wastewater |
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