生态与农村环境学报 ›› 2013, Vol. 29 ›› Issue (4): 507-511.doi:

• 污染控制与修复 • 上一篇    下一篇

NaCl改性人造沸石去除废水中氨氮的性能及其影响因素

张燕,吕宪俊,曹小强,寇小燕   

  1. 山东科技大学化学与环境工程学院
  • 收稿日期:2013-01-03 修回日期:2013-01-23 出版日期:2013-07-25 发布日期:2013-08-01
  • 作者简介:张燕(1977-),女,山东德州人,讲师,博士(后),研究方向为环境吸附材料的开发与应用以及污水处理技术。E-mail:hometownplant@163.com
  • 基金资助:

    国家自然科学基金(50974082,51204104);中国博士后科学基金(2012M521367);山东科技大学“春蕾”计划(2010AZZ014);山东省优秀中青年科学家科研奖励基金(BS2012CL026)

Performance of NaCl-Modified Artificial Zeolite in Removing Ammonia Nitrogen From Wastewater and Its Influencing Factors

ZHANG  Yan, LÜ Xian-Jun , CAO  Xiao-Qiang, KOU  Xiao-Yan   

  1. College of Chemical and Environmental Engineering, Shandong University of Science and Technology
  • Received:2013-01-03 Revised:2013-01-23 Online:2013-07-25 Published:2013-08-01

摘要: 采用NaCl溶液对人造沸石进行改性处理,考察NaCl溶液浓度对改性效果的影响。通过表面特征分析、静态吸附试验及吸附等温分析,进一步比较了人造沸石和改性人造沸石对氨氮的吸附去除性能。由X射线衍射(XRD)分析可知,沸石经改性后表面变粗糙,同时出现NaCl晶体特征衍射峰。试验结果表明,1.0 mol•L-1 NaCl溶液对人造沸石的改性效果最佳;在沸石用量为1.0 g(50 mL废水)、氨氮浓度为10 mol•L-1、反应时间为40 min、反应温度为25 ℃和pH值为6.52条件下,改性人造沸石对氨氮的吸附效果最佳,去除率为96.02%。Langmuir和Freundlich吸附等温方程均可较好地拟合2种沸石对氨氮的吸附过程。改性人造沸石对氨氮的吸附饱和容量(21.46 mg•g-1)远大于人造沸石(9.03 mg•g-1)。

关键词: 人造沸石, NaCl改性, 吸附性能, 氨氮

Abstract: NaCl solution was use used to modify artificial zeolite to explore effect of concentration of NaCl on removal of ammonia nitrogen. Through surface characteristics analysis, static adsorption experiments and adsorption isotherm analysis, comparison was done between artificial zeolite and modified artificial zeolite in ammonia nitrogen adsorption. X-ray diffraction(XRD) analysis revealed that the modification made surface of the zeolite rougher, and the zeolite display diffraction peaks characteristic of NaCl crystals at the same time. The experiment demonstrated that modification of zeolite with 1.0 mol•L-1 NaCl was the best in effect. And the effect of modified zeolite adsorbing ammonia nitrogen was optimal when 1.0g zeolite was applied to treat 50mL of wastewater, 6.52 in pH, and containing 10 mol•L-1 of ammonia nitrogen for 40min at 25℃, removing 96.02% of the ammonia nitrogen in the wastewater as compared to 87.18% for raw zeolite. Both the Langmuir and Freundlich isotherm equations fit well the processes of the two types of zeolites adsorbing ammonia nitrogen. The saturated  ammonia nitrogen adsorption capacity (21.46 mg•g-1)of modified artificial zeolite is much higher than that of unmodified artificial sorbent(9.03 mg•g-1).

Key words: artificial zeolite, NaCl modification, adsorption characteristics, ammonia nitrogen

中图分类号: