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微絮凝直接过滤工艺处理微污染矿井水的研究
引用本文:范荣桂,朱东南,邓 岚. 微絮凝直接过滤工艺处理微污染矿井水的研究[J]. 水资源与水工程学报, 2012, 23(2): 29-32
作者姓名:范荣桂  朱东南  邓 岚
作者单位:辽宁工程技术大学资源与环境学院,辽宁阜新,123000
基金项目:辽宁省教育厅项目(L2010169)
摘    要:采用微絮凝直接过滤工艺对阜新矿区的微污染矿井水进行处理,对相关参数进行了优化并研究了过滤特征。试验结果得出:絮凝剂聚合氯化铝最佳投药量和絮凝时间分别为2~4 mg/L和3~4 min,最优滤速为10~14m/h,此时过滤周期可达到30~40 h,出水浊度和悬浮物浓度可分别达到1 NTU和5 mg/L以下,符合回用水标准。

关 键 词:微絮凝过滤  浊度  水头损失  过滤性能
收稿时间:2011-10-23

Research on direct filtration process by micro-flocculation to treat micro-polluted mine water
FAN Ronggui,ZHU Dongnan and DENG Lan. Research on direct filtration process by micro-flocculation to treat micro-polluted mine water[J]. Journal of water resources and water engineering, 2012, 23(2): 29-32
Authors:FAN Ronggui  ZHU Dongnan  DENG Lan
Affiliation:(College of Resource and Environment Engineering,Liaoning Technical University,Fuxin 123000,China)
Abstract:The paper used the micro-flocculation direct filtration process to treat the micro-polluted mine water in Fuxin mine area,optimized the related parameters and researched the characteristics of filtration.The results show that the optimum dosage of PAC and flocculation time are 2~5 mg/L and 3~4 min,the optimum filtration rate is 10~14 m/h,at this time the filtration cycle can reach 30~40 h,the turbidity and suspended solids concentration of effluent water can reach respectively below 1 NTUand 5mg/L,and it can accord with the national sanitation of reusing water.
Keywords:micro-flocculation filtration  turbidity  water head loss  filtration performance
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