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作 者:王群[1] 王林[1] 王静超[2] 王江川[1] 彭建东[3] 刘树琦
机构地区:[1]西南交通大学地球科学与环境工程学院,四川成都610031 [2]天津自来水集团有限公司,天津300040 [3]淮安自来水有限公司,江苏淮安223001
出 处:《中国给水排水》2014年第15期66-69,共4页China Water & Wastewater
基 金:长江上游水与资源管理的可持续利用联合研究项目(2012DFG91520);中央高校基本科研业务费专项资金资助项目(2682014CX012);国家大学生创新创业训练计划(132101)
摘 要:采用超声强化NaCl对天然沸石进行改性,考察了改性沸石对氨氮的吸附去除特性。结果表明,在超声功率为560 W、改性时间为40 min、NaCl浓度为0.8 mol/L的条件下制备的改性沸石对氨氮的去除效果最佳;在氨氮初始浓度为10 mg/L、改性沸石投加量为5 g/L的条件下,吸附40 min后改性沸石对氨氮的去除率可达到86.9%,120 min后达到吸附平衡,此时对氨氮的去除率为91.11%,相比天然沸石提高了86.3%;准二级反应动力学模型可以较好地描述改性沸石的吸附行为,R2=0.991;改性沸石对氨氮的吸附符合Langmuir模型(R2=0.961 2),其最大吸附量可达到12.56 mg/g。Ultrasonic and NaC1 were applied to modify natural zeolite, with investigating the influ- ence of different modification conditions on ammonia nitrogen adsorption. The results showed that the op- timal ammonia nitrogen removal efficiency was achieved by zeolite modified under the conditions of ultra- sonic power 560 W, modification time 40 min and 0.8 mol/L NaC1. The modified zeolite had ammonia nitrogen removal rate of 86.9% with the conditions of initial ammonia nitrogen concentration 10 mg/L, modified zeolite dosage 5 g/L and adsorption time 40 rain, and there was adsorption equilibrium after 120 min. The removal rate of ammonia nitrogen was 91.11%, with an increase of 86.3% compared with nat- ural zeolite. Second order reaction kinetics model could describe the adsorption behavior of modified zeo- lite exactly with R2 of 0. 991. The Langmuir model with R2 of 0.961 adsorption capacity of modified zeolite for ammonia nitrogen was fit for 2 and the maximum adsorption capacity could reach 12.56 mg/g.
分 类 号:X703[环境科学与工程—环境工程]
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