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紫外/氯耦合处理饮用水中氨氮的响应面优化
引用本文:张欣然,李伟光,公绪金,范文飙,任鹏飞.紫外/氯耦合处理饮用水中氨氮的响应面优化[J].化工学报,2014,65(3):1049-1055.
作者姓名:张欣然  李伟光  公绪金  范文飙  任鹏飞
作者单位:1.哈尔滨工业大学市政环境工程学院, 黑龙江 哈尔滨 150090;2.城市水资源与水环境国家重点实验室, 黑龙江 哈尔滨 150090
基金项目:黑龙江省杰出青年科学基金项目(JC200708)。
摘    要:基于响应面优化法,研究紫外/氯耦合处理饮用水中氨氮的效能。考察氯氮质量比、紫外辐射时间和pH值3个影响因素及其交互作用对氨氮去除的影响,采用二阶方程进行数学模拟,并优化工艺条件。结果表明,紫外/氯耦合技术能有效去除氨氮,三因素均对氨氮的去除影响显著,各因素的交互作用也显著存在。数学拟合模型的相关系数较高(R2=0.992),模型回归性好。满足饮用水氨氮出水要求(0.5 mg·L-1)的最优工艺条件为:氯氮质量比4.00,紫外辐射时间6.00 min和pH值7.5。验证实验结果与预测值的偏差仅为0.64%,响应面拟合方程可用于氨氮去除率的预测和最优工艺条件的确定。紫外/氯耦合技术是一种新型的氨氮去除方法,具有投药量小、去除效率高、操作简单等优点。

关 键 词:光化学  优化  数学模拟  紫外/氯耦合  氨氮去除  中心复合设计  
收稿时间:2013-06-06
修稿时间:2013-09-22

Optimization on combined UV/chlorine process for removal of ammonia in drinking water
ZHANG Xinran,LI Weiguang,GONG Xujin,FAN Wenbiao,REN Pengfei.Optimization on combined UV/chlorine process for removal of ammonia in drinking water[J].Journal of Chemical Industry and Engineering(China),2014,65(3):1049-1055.
Authors:ZHANG Xinran  LI Weiguang  GONG Xujin  FAN Wenbiao  REN Pengfei
Affiliation:1.School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, Heilongjiang, China;2.State Key Laboratory of Urban Water Resource and Environment (Harbin Institute of Technology), Harbin 150090, Heilongjiang, China
Abstract:The combined UV/chlorine process, as a photochemistry process, was investigated to improve the removal efficiency of ammonia in drinking water. Based on a central composite design, the effects of Cl/N mass ratio, UV radiation time and pH value and their combination on the ammonia removal rate were evaluated. Based on a mathematical model established between them, and these technical parameters for the combined UV/chlorine process was optimized. The results showed that all of the three factors had significant impacts on ammonia removal and the combined influence of Cl/N mass ratio and UV radiation time was also outstanding. Furthermore, the prediction of a second-order regression model (R2=0.992) derived by response surface methodology was satisfactory. The conditions obtained by optimization to meet the standard of ammonia concentration in drinking water (0.5 mg·L-1) were: Cl/N mass ratio 4.00,UV radiation time 6.00 min and pH value 7.5. The experimental value agreed with the predicted value with only 0.64% deviation. Finally, these results illustrated that combined UV/chlorine process was an effectively alternative method for ammonia-containing water treatments, with several advantages of low chemical consumption, high efficiency and easy operation.
Keywords:photochemistry  optimization  mathematical modeling  combined UV/chlorine process  ammonia removal  central composite design  
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