| 气浮+SBR+液氯消毒处理工业园废水技改探讨 |
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| 引用本文： | 王红英,邱贤华.气浮+SBR+液氯消毒处理工业园废水技改探讨[J].江西化工,2014(3):85-87. |
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| 作者姓名： | 王红英 邱贤华 |
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| 作者单位： | 1. 南昌小蓝污水处理厂,江西南昌,330052
2. 南昌航空大学环化学院,江西南昌,330063 |
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| 摘 要： | 采用气浮+SBR+液氯消毒工艺处理小蓝工业园废水,一期工程技改后设计规模为25000m3/d,进水水质为COD 600mg/L,BOD5220mg/L,SS 200mg/L,色度80倍,pH值6.5-8.5;经该工艺处理后,出水水质为COD≤100 mg/L,BOD5≤30mg/L,SS≤30mg/L,色度40倍,pH值6-9,达到了国家《城镇污水处理厂污染物排放标准》(GB18918-2002)二级排放标准的要求。
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| 关 键 词： | 工业园废水 一期工程技改 气浮 SBR 液氯消毒 |
Industrial park wastewater treatment of flotation + SBR + chlorine disinfection technical study |
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| WANG Hong-ying,QIU Xian-hua.Industrial park wastewater treatment of flotation + SBR + chlorine disinfection technical study[J].Jiangxi Chemical Industry,2014(3):85-87. |
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| Authors: | WANG Hong-ying QIU Xian-hua |
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| Affiliation: | WANG Hong-ying;QIU Xian-hua;Nanchang Xiaolan sewage treatment plant;School of Enviroment and Chemical Engineering,Nanchang Hangkong University; |
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| Abstract: | Using air floatation ＋ SBR ＋ chlorine disinfection processXiaolan Industrial Park wastewater,a phase of the projecttechnical design scale is 25000m3/d,influent quality as COD 600 mg /L,BOD5220 mg /L,SS 200 mg /L,chroma of80 times,the value of pH 6- 9;after the treatment,the effluent quality is COD ≤ 100 mg /L,BOD5 ≤ 30 mg /L,SS ≤ 30 mg /L,chroma of 40 times,pH 6- 9,up to the national ＂urban sewage treatment plant pollutant discharge standard＂（GB18918-2002）level two emission standard. |
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| Keywords: | Industrial park wastewater a phase of the project technical transformation flotation SBR chlorine disinfection |
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