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Synergistic effects of 4-nitrophenol degradation using gamma irradiation combined with a advanced oxidation process 被引量:2
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作者 Rui Ding ze-yu mao Jian-Long Wang 《Nuclear Science and Techniques》 SCIE CAS CSCD 2016年第1期50-55,共6页
The radiation-induced degradation of 4-nitrophenol(4-NP) was performed in combination with a Fenton reagent, H_2O_2, and Ti O_2 nanoparticles to investigate the synergetic effects of radiolytical degradation combined ... The radiation-induced degradation of 4-nitrophenol(4-NP) was performed in combination with a Fenton reagent, H_2O_2, and Ti O_2 nanoparticles to investigate the synergetic effects of radiolytical degradation combined with other advanced oxidation processes. The experimental results indicated that the degradation efficiency of 4-NP was 87.5, 57.4, and 41.0 % at a dose of 20 k Gy when its initial concentration was 100, 200, and 350 mg/L, respectively. Radiation combined with H_2O_2, the Fenton method,and Ti O_2 remarkably increased the degradation efficiency of 4-NP, showing the synergetic effects. Radiation may enhance the biodegradability of 4-NP, suggesting that it has the potential to be used as a pretreatment method in combination with the biological method for the treatment of industrial wastewater containing toxic organic pollutants. Major intermediates during the 4-NP degradation process were identified and a possible degradation pathway was tentatively proposed. 展开更多
关键词 对硝基苯酚 协同效应 Γ射线照射 氧化过程 苯酚降解 TIO2纳米粒子 辐射降解 有毒有机污染
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Comprehensive two-dimensional river ice model based on boundary-fitted coordinate transformation method 被引量:1
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作者 ze-yu mao Jing YUAN +2 位作者 Jun BAO Xiao-fan PENG Guo-qiang TANG 《Water Science and Engineering》 EI CAS CSCD 2014年第1期90-105,共16页
River ice is a natural phenomenon in cold regions,influenced by meteorology,geomorphology,and hydraulic conditions.River ice processes involve complex interactions between hydrodynamic,mechanical,and thermal processes... River ice is a natural phenomenon in cold regions,influenced by meteorology,geomorphology,and hydraulic conditions.River ice processes involve complex interactions between hydrodynamic,mechanical,and thermal processes,and they are also influenced by weather and hydrologic conditions.Because natural rivers are serpentine,with bends,narrows,and straight reaches,the commonly-used one-dimensional river ice models and two-dimensional models based on the rectangular Cartesian coordinates are incapable of simulating the physical phenomena accurately.In order to accurately simulate the complicated river geometry and overcome the difficulties of numerical simulation resulting from both complex boundaries and differences between length and width scales,a two-dimensional river ice numerical model based on a boundary-fitted coordinate transformation method was developed.The presented model considers the influence of the frazil ice accumulation under ice cover and the shape of the leading edge of ice cover during the freezing process.The model is capable of determining the velocity field,the distribution of water temperature,the concentration distribution of frazil ice,the transport of floating ice,the progression,stability,and thawing of ice cover,and the transport,accumulation,and erosion of ice under ice cover.A MacCormack scheme was used to solve the equations numerically.The model was validated with field observations from the Hequ Reach of the Yellow River.Comparison of simulation results with field data indicates that the model is capable of simulating the river ice process with high accuracy. 展开更多
关键词 坐标变换方法 二维模型 边界拟合 河冰 MacCormack格式 数值模拟 水动力条件 基础
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Hydraulic resistance of river ice jams 被引量:2
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作者 Lin Fan ze-yu mao Hung Tao Shen 《Journal of Hydrodynamics》 SCIE EI CSCD 2019年第3期504-511,共8页
The hydraulic resistance of the river ice jams consists of the resistances due to the seepage flow through the jam and the shear stress on the undersurface of the jam. Existing empirical formulations consider only the... The hydraulic resistance of the river ice jams consists of the resistances due to the seepage flow through the jam and the shear stress on the undersurface of the jam. Existing empirical formulations consider only the the undersurface resistance of the jam, and come up with relations between the jam resistance and the jam thickness with very slight theoretical basis. Based on the analysis of the seepage flow resistance and the flow resistance of the undersurface of the jam, it is shown that the resistance due to the seepage flow is a dominating part of the jam resistance, except for the portion of the jam where the thickness is very small. This analysis also shows that the total jam resistance can be approximated by a linear function of the jam thickness or the ratio of the jam thickness to the flow depth under the jam. 展开更多
关键词 River ICE HYDRAULIC RESISTANCE ICE JAM FRICTION factor Manning's coefficient
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