| Fenton氧化深度处理石化废水厂二级出水研究 |
| 摘要点击 4074 全文点击 1304 投稿时间：2014-08-24 修订日期：2015-02-09 |
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| 中文关键词 石化废水二级出水 深度处理 Fenton氧化 相对分子质量分布 有机物 |
| 英文关键词 secondary effluent of petrochemical wastewater advanced treatment Fenton oxidation molecular weight distribution organic matter |
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| 中文摘要 |
| 采用连续流Fenton氧化对石化废水处理厂二级出水进行了处理试验,研究了药剂投量对COD及磷处理效果的影响,同时对处理过程中有机物的变化特性进行了分析. 结果表明,原水COD平均为64.8 mg ·L-1,PO43--P平均为0.79 mg ·L-1,当 H2O2(30%)投加量为0.4 mL ·L-1,FeSO4 ·7H2O的投加量为0.8 g ·L-1,PAM投加量为0.9 mg ·L-1,停留时间为30 min时,COD的平均去除率为24.3%,出水COD低于50 mg ·L-1,PO43--P平均去除率为95.5%,原水中相对分子质量小于1×103的有机物占80.4%,Fenton氧化处理后该部分比例增加至95.6%. 三维荧光分析结果表明,Fenton氧化对水中蛋白类、酚类去除效果显著. GC-MS结果表明,石化二级出水中检出主要有机物约117种,氧化后检出27种,含不饱和键类有机物去除明显. Fenton氧化可用于石化二级出水的深度处理. |
| 英文摘要 |
| Fenton oxidation was applied to treat the petrochemical treatment plant secondary effluent by the continuous flow configuration. The effect of Fenton agent dosage on the COD and phosphorus removal and the variation of the dissolved organic matter characteristics during the treatment process were investigated. The results showed the average COD and PO3-4-P concentrations were 64.8 mg ·L-1 and 0.79 mg ·L-1, respectively. When the dosage of H2O2 (30%), FeSO4 ·7H2O and PAM were 0.4 mL ·L-1, 0.8 g ·L-1 and 0.9 mg ·L-1 and the residence time was 30 min, the average removal rate of COD and PO3-4-P were 24.3% and 95.5%, respectively. The effluent COD was lower than 50 mg ·L-1. The percentage of dissolved organic matters with molecular weight less than 1×103 was 80.4% in the raw wastewater, however, the percentage increased to 95.6% when treated by Fenton oxidation. Three-dimensional fluorescence analysis showed that the Fenton oxidation can effectively remove protein and phenols. GC-MS results showed that there were about 117 kinds of organic matters detected in the secondary effluent, while the number reduced to 27 after oxidation by Fenton. The organics containing unsaturated bond had a better removal than those of other types of organics. Fenton oxidation can be used in the advanced treatment of petrochemical secondary effluent. |
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