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机构地区:[1]哈尔滨商业大学生命科学与环境科学研究中心,黑龙江哈尔滨150076 [2]哈尔滨商业大学环境工程系,黑龙江哈尔滨150076
出 处:《化学与粘合》2017年第2期85-87,101,共4页Chemistry and Adhesion
基 金:黑龙江省自然科学基金项目(编号:E200818)
摘 要:以哈尔滨呼兰区某地含高浓度铁锰地下水为处理对象,模拟实际情况中突发性Fe^(2+)污染对成熟滤柱除锰效果的影响。分别进行了曝气失效,Fe^(2+)浓度增大,滤速增大实验。实验结果表明:曝气失效的滤柱受Fe^(2+)污染后,出水锰增加,恢复曝气,6d后滤柱恢复除锰能力,出水锰达标(锰含量小于0.1mg/L);Fe^(2+)浓度从0.58mg/L逐步增加至2.09mg/L时,滤柱出现出水锰不达标情况,恢复至上一浓度1.56mg/L时,经过4d,出水锰达标;滤速从1m/h逐渐增大到5m/h,出水锰不达标,恢复至上一速度4m/h,经过7d,出水锰达标。The groundwater containing high concentrations of iron and manganese in somewhere of Harbin Hulan district was taken as a sample. The experiments were performed respectively on aeration failure, increasing the concentration of Fe^2+ and increasing the filtration rate in order to simu- late the influence of Fe^2+ on manganese removal of mature filter column in sudden situation. The results indicated that the filter column was polluted by Fe^2+ in aeration failure and the concentration of Mn^2+ in filtered water increased. The filter column restored the manganese removal capacity by aer- ation in the next 6 days and the manganese of filtrated water was qualified (the concentration of Mn2. less than 0.1mg/L). The manganese of filtrated water was not qualified when the concentration Fe^2+ increased from 0.58mg/L to 2.09mg/L; The manganese of filtrated water was qualified after 4 days while the concentration of Fe^2+ reduced to 1.56mg/L. Increasing the filtration rate from lm/h to 5m/h, the manganese of filtrated water was not quali- fied; when the filtration rate reached 4m/h, the manganese of filtrated water was qualified after 7 days.
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