赣南某水库微污染水高锰酸钾预氧化处理试验

Pre-oxidation treatment experiment on the micro-polluted water in a reservoir

  • 摘要: 以赣南某水库微污染原水为处理对象,针对常规混凝处理工艺的不足,提出预氧化-混凝沉淀工艺.选用高锰酸钾为氧化剂,考察了高锰酸钾预氧化对混凝沉淀处理微污染水效果的影响.结果表明,在混合搅拌强度260 r/min,搅拌时间2 min,絮凝搅拌强度80 r/min,搅拌时间25 min的条件下,聚合氯化铝投加量为10 mg/L时,最佳预氧化条件为:预氧化加药点为投加混凝剂前2 min,高锰酸钾投加量1.0 mg/L,pH值为原水值,原水经预氧化-混凝沉淀处理后,浊度、CODMnUV254、氨氮、铁、锰的去除率分别为99.02 %、68.78 %、50.94 %、33.96 %、96.77 %、81.67 %,出水水质基本达到《生活饮用水卫生标准》(GB5749-2006),得出高锰酸钾预氧化-混凝处理工艺能较好地净化微污染水源水.

     

    Abstract: Pre-oxidation and coagulation sedimentation process is proposed to treat the micro-polluted water in a reservoir in Southern Jiangxi considering the shortcomings of the conventional coagulation process. Using potassium permanganate as oxidant, we examine the effects of potassium permanganate preoxidation on the micro-polluted water treated by coagulation sedimentation. The results show that with the conditions of coagulation stirring intensity 260 r/min for 2 min, flocculation mixing intensity 80 r/min for 25 min, PAC dosage of 10 mg/L, the optimum pre-oxidation condition is that when pre-oxidation dosing point is 2 min earlier than coagulant dosing, potassium permanganate dosage is 1.0 mg/L, and pH value is 8. After the polluted water is treated by pre-oxidation and coagulation, the turbidity, CODMn, UV254, ammonia nitrogen, iron and manganese removal rates are 99.02 %, 68.78 %, 50.94 %, 33.96 %, 96.77 %, 81.67 % respectively. The effluent can meet the National Drinking Water Health Standards.

     

/

返回文章
返回