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新型饮用水除氟材料Bio-F的除氟特性和比较研究
摘要点击 1958  全文点击 1421  投稿时间:2008-05-21  修订日期:2008-07-14
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中文关键词  饮水除氟  除氟剂  除氟特性  吸附容量
英文关键词  drinking-water defluoridation  defluoridation adsorbent  defluoridation characteristic  adsorption capacity
作者单位
朱迟 华中师范大学湖北省城市水环境生态学重点实验室武汉430079 
赵良元 华中师范大学湖北省城市水环境生态学重点实验室武汉430079 
袁恒 华中师范大学湖北省城市水环境生态学重点实验室武汉430079 
杨菡影 华中师范大学第一附属中学武汉430223 
李昂 华中师范大学第一附属中学武汉430223 
王鹏 华中师范大学第一附属中学武汉430223 
杨劭 华中师范大学湖北省城市水环境生态学重点实验室武汉430079 
中文摘要
      对3种传统除氟剂活性氧化铝、骨炭和改性沸石与自制的新型生物除氟剂Bio-F的除氟性能及影响因素(材料粒径、pH值、吸附时间、水样含氟浓度、其它离子、再生能力等)进行了比较,并模拟动态实验评估了这4种除氟材料对实际高氟地下水处理的效果.结果表明,Bio-F生物除氟剂对F-的吸附过程符合Lagergren一级吸附动力学特征(R2=0.958 0),吸附速率较快,且该过程属于吸热反应; Bio-F吸附F-符合Langmuir吸附等温模型(R2=0.999 2),吸附容量高,静态吸附容量可达4.088 3 mg·g-1,分别约是活性氧化铝和改性沸石的1.8和 5.8倍.4种除氟材料吸附容量与氟浓度正相关,与吸附剂粒径负相关.高浓度的CO2-3、HCO-3明显抑制Bio-F的除氟(p<0.05),但高浓度的Ca2+、NO-3、HPO2-4有利于Bio-F的除氟(p<0.001).Bio-F除氟最佳停留时间3~4 min,远远低于沸石20 min和活性氧化铝11 min.在pH 4.0~9.0范围内Bio-F可保持90%以上吸附F-的能力.再生性能稳定,10次再生后吸附容量变化不超过15%.Bio-F综合性能优于其它3种传统除氟剂,在我国广大农村地区推广有显著优越性.
英文摘要
      To evaluate the application potentiality of a new type drinking-water defluoridation adsorbent Bio-F, comparative study on the defluoridation characteristics of common adsorbents activated alumina (AA), bone char (BC), activated clinoptilolite (AC) with Bio-F was conducted. The defluoridation characteristics under different conditions, such as particle diameter, pH, retention time, fluorine concentration, regeneration stability, were investigated by continuous-flow column experiments and static tests. The defluoridation efficiency of high fluoride underground water by four types of adsorbents was also compared. The results showed that F- adsorption kinetics of Bio-F fitted the Lagergren First-order equation (R2=0.958 0). F- adsorption by Bio-F was found to fit the Langmuir adsorption isotherm (R2=0.999 2). The results indicated that the static defluoridation capacity (DC) of Bio-F was 4.088 3 mg·g-1, which was about 1.8 folds and 5.8 folds of those of AA and AC respectively. DC of all four adsorbents was positively correlated with F- concentration and negatively correlated with particle size. High concentration of CO2-3 and HCO-3 reduced the DC of Bio-F (p<0.05), while high concentration of Ca2+,NO-3,HPO2-4 favored defluoridation by Bio-F (p<0.001). The optimal retention time of Bio-F was 3-4 min, which was less than that of AC (20 min) and AA (11 min). The DC of Bio-F remained relatively stable in pH 4.0-9.0 and in regeneration since the DC variation was not more than 15%. The above results indicated that Bio-F was superior to AA, BC and AC in drinking-water defluoridation.

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