刘庆玉, 魏欢欢, 郎咸明, 包震宇, 刘一威. 反渗透膜削减沼液氨氮工艺优化[J]. 农业工程学报, 2016, 32(8): 192-198. DOI: 10.11975/j.issn.1002-6819.2016.08.027
    引用本文: 刘庆玉, 魏欢欢, 郎咸明, 包震宇, 刘一威. 反渗透膜削减沼液氨氮工艺优化[J]. 农业工程学报, 2016, 32(8): 192-198. DOI: 10.11975/j.issn.1002-6819.2016.08.027
    Liu Qingyu, Wei Huanhuan, Lang Xianming, Bao Zhenyu, Liu Yiwei. Optimization of ammonia nitrogen removal from biogas slurry in osmosis technology[J]. Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE), 2016, 32(8): 192-198. DOI: 10.11975/j.issn.1002-6819.2016.08.027
    Citation: Liu Qingyu, Wei Huanhuan, Lang Xianming, Bao Zhenyu, Liu Yiwei. Optimization of ammonia nitrogen removal from biogas slurry in osmosis technology[J]. Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE), 2016, 32(8): 192-198. DOI: 10.11975/j.issn.1002-6819.2016.08.027

    反渗透膜削减沼液氨氮工艺优化

    Optimization of ammonia nitrogen removal from biogas slurry in osmosis technology

    • 摘要: 为确定反渗透膜系统削减沼液氨氮的最佳反应条件,以氨氮去除率为评价指标,采用Plackett-Burman试验从影响氨氮去除率的4因素中筛选出运行压力、pH值和回收率3个显著影响因素,通过最陡爬坡试验逼近最大氨氮去除率区域,在此基础上,利用Box-Behnken响应面法对显著因素进行优化。结果表明:结合试验的可操作性,最优反应条件为:运行压力5.50 MPa,回收率76.00%,pH值7.70,氨氮的实际去除率可达96.13%。对去除率影响主次顺序为运行压力>回收率>pH值。运行压力和回收率、pH值和回收率,二者的交互作用均极显著,运行压力和pH值的交互作用显著。模型失拟项P=0.5441>0.05,表明失拟不显著,二次回归模型与实际情况拟合得很好,该研究可为深入了解反渗透膜削减沼液氨氮性能提供理论依据。

       

      Abstract: Abstract: With the large scale of application and development in biogas project, the effective way to dispose the biogas slurry and other anaerobic fermentation residues becomes the bottleneck in biogas anaerobic fermentation technology development. To optimize the reaction conditions of osmosis technology for nitrogen removal, and with a consideration of ammonia nitrogen removal efficiency as the response value, Plackett-Burman test was used to determine the main factors from four affecting factors and the maximum ammonia nitrogen removal rate was obtained by using the steepest ascent test. Based on this, the Box-Behnken response surface method was used to optimize the significant factors. The results of Plackett-Burman test showed that the main factors affecting the removal rate of ammonia nitrogen were: the operating pressure, the recovery rate, and the pH value. When the steepest ascent test was closer to the optimal response region, we obtained the operating pressure of 5.4 MPa, the pH value of 7.5, the recovery rate of 75%. The optimization results can be known by the Box-Behnken response surface method. The impact of these three factors on ammonia removal efficiency was the operating pressure > the recovery rate>pH. The interaction of the operating pressure and the recovery rate, pH and the recovery rate were extremely remarkable.. The best experimental conditions for the maximum removal rate of ammonia (96.46%) were: the operating pressure of 5.53 MPa, the pH value of 7.70, and the recovery rate of 76.02%. Considering the controllability of the actual operation, the optimal test conditions were adjusted as: the operating pressure of 5.50 MPa, the recovery rate of 76%, the pH value of 7.70. Under such conditions, the mean value of ammonia nitrogen removal rate was 96.13% from three tests. We also used the quadratic regression equation to model the experimental results. The model output was very close to the test values, the error was only 3.43%. This showed that the quadratic regression equation can be used to reflect the effects of the selected factors, and the establishment of the model and the actual situation were quite fit. After obtaining optimal reaction conditions, we then implemented those conditions in disc-tube reverse osmosis membrane module system. The system has a unique open channel and special scientific hydraulic design, from which the turbulent state of the biogas slurry can make pollutants generated slowly effectively, and prolong the reverse osmosis membrane using time. The results showed that the optimization of the operating pressure, the pH value, the recovery rate improved the removal efficiency of ammonia nitrogen, and also provided an effective way to reduce membrane fouling. In all, by using response surface analysis method for ammonia nitrogen removal from biogas slurry in osmosis technology, we obtained optimal ammonia nitrogen removal rate of process parameters, and those parameters were proved to work in the operational reverse osmotic pressure systems. Our study provided a theoretical basis for in-depth understanding. The research will have a good application to biogas slurry ammonia reduction and enrichment technology.

       

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