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CABSA程序的力平衡模型气溶胶再悬浮模块开发 被引量:1
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作者 孙雪霆 季松涛 +3 位作者 陈林林 史晓磊 肖增光 魏严凇 《核科学与工程》 CAS CSCD 北大核心 2020年第4期683-687,共5页
核电厂严重事故情况下,裂变产物以气溶胶形式释放并沉积在结构表面。事故晚期,氢燃或氢爆等作用产生的气流会使沉积的气溶胶发生再悬浮而重返气空间。中国原子能科学研究院的CABSA程序中采用力平衡模型开发了再悬浮模块,并利用STORM试... 核电厂严重事故情况下,裂变产物以气溶胶形式释放并沉积在结构表面。事故晚期,氢燃或氢爆等作用产生的气流会使沉积的气溶胶发生再悬浮而重返气空间。中国原子能科学研究院的CABSA程序中采用力平衡模型开发了再悬浮模块,并利用STORM试验数据进行了计算,分析了边界条件对气溶胶再悬浮的影响。模型通过气溶胶所受的提升力和附着力的平衡得出的临界直径来判定气溶胶的再悬浮条件。研究表明:提升力、附着力均随气溶胶直径增大而增大;表面粗糙度越小,附着力越大;流体速度越大,提升力越大;提高表面粗糙度、提升流体速度能够减小临界直径;减小临界直径能够提高悬浮比例。 展开更多
关键词 严重事故 气溶胶 再悬浮 CABSA 力平衡模型
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基于气泡群相间作用力模型的加压鼓泡塔流体力学模拟 被引量:3
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作者 刘鑫 张煜 +1 位作者 张丽 靳海波 《化工学报》 EI CAS CSCD 北大核心 2017年第1期87-96,共10页
目前,多数文献报道了冷态加压湍动鼓泡塔内流动特征,并且通过实验数据回归相关经验关联式。然而,此类关联式适用范围有限,难以直接外推到工业鼓泡塔反应器条件。因此,在FLUENT平台上建立了基于气泡群相间作用力的、动态二维加压鼓泡塔... 目前,多数文献报道了冷态加压湍动鼓泡塔内流动特征,并且通过实验数据回归相关经验关联式。然而,此类关联式适用范围有限,难以直接外推到工业鼓泡塔反应器条件。因此,在FLUENT平台上建立了基于气泡群相间作用力的、动态二维加压鼓泡塔计算流体力学模型。通过数值模拟考察了操作压力为0.5~2.0 MPa,表观气速为0.20~0.31 m·s^(-1),内径0.3 m鼓泡塔内流场特性参数分布,并且与冷态实验数据进行比较。结果表明,采用修正后的气泡群曳力模型、径向力平衡模型以及壁面润滑力模型描述气泡群相间作用力,能够较为准确地反映平均气含率和气含率径向分布随操作压力和表观气速变化的规律。 展开更多
关键词 鼓泡塔 气液两相流 计算流体 气泡群曳模型 径向力平衡模型 壁面润滑模型
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竖直环形通道内液氮流动沸腾的数值模拟 被引量:4
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作者 邵雪锋 李祥东 汪荣顺 《化学工程》 CAS CSCD 北大核心 2011年第10期82-86,95,共6页
在多尺寸组模型的基础上,从加热壁面上脱离汽泡的受力分析入手,对液氮过冷流动沸腾模型进行了修正。将新模型应用于环形通道内液氮过冷流动沸腾的数值模拟,同时为了比较,采用基于Kirichenko,Fritz汽泡脱离直径公式的多尺寸组模型对同一... 在多尺寸组模型的基础上,从加热壁面上脱离汽泡的受力分析入手,对液氮过冷流动沸腾模型进行了修正。将新模型应用于环形通道内液氮过冷流动沸腾的数值模拟,同时为了比较,采用基于Kirichenko,Fritz汽泡脱离直径公式的多尺寸组模型对同一管道内液氮过冷流动进行了数值模拟。结果表明:结合脱离汽泡受力分析模型的多尺寸组模型可用来预测流动沸腾过程中的汽泡起飞直径及其变化趋势。同基于Kirichenko,Fritz汽泡脱离直径公式的多尺寸组模型相比,新模型有助于改善管道内汽泡尺寸分布以及空泡系数的预测,从而有助于准确分析弹状汽泡及间歇泉的形成。 展开更多
关键词 液氮 弹状汽泡 MUSIG模型 竖直环形管路 力平衡模型 汽泡起飞直径
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超细颗粒聚团流化的临界流化速度 被引量:3
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作者 刘道银 王远保 +1 位作者 王铮 陈晓平 《化工学报》 EI CAS CSCD 北大核心 2017年第11期4105-4111,共7页
在内径50 mm的流化床实验台上,测量SiO_2、Al_2O_3和TiO_2 3种超细颗粒原生粒径从30 nm增加到5μm的临界流化速度(Umf),并以Geldart A类颗粒(粒径45μm)为参照。结果表明:3种超细颗粒的Umf随粒径的变化规律一致,随原生粒径从30 nm增加到... 在内径50 mm的流化床实验台上,测量SiO_2、Al_2O_3和TiO_2 3种超细颗粒原生粒径从30 nm增加到5μm的临界流化速度(Umf),并以Geldart A类颗粒(粒径45μm)为参照。结果表明:3种超细颗粒的Umf随粒径的变化规律一致,随原生粒径从30 nm增加到5μm,Umf逐渐增大;当颗粒粒径增加到45μm,Umf大幅度减小,其与原生粒径为30和200 nm时接近。对于不同材料,Umf由大至小的顺序依次为TiO_2、Al_2O_3、SiO_2。粉体安息角测量表明:对于同种材料颗粒,原生粒径对超细颗粒的Umf和安息角的影响规律一致,即5μm超细颗粒的安息角最大。聚团尺寸模型计算表明:稳定流化时,聚团尺寸随原生粒径的变化趋势以及随不同材料的变化趋势均与Umf的变化趋势一致。研究结果为超细颗粒流化临界速度预测研究奠定了基础。 展开更多
关键词 超细颗粒 团聚 流化床 临界流化速度 力平衡模型
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Removal of aqueous Ni(Ⅱ) with carbonized leaf powder: Kinetics and equilibrium 被引量:3
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作者 唐强 王恒宇 +1 位作者 唐晓武 王艳 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第4期778-786,共9页
Nickel is a heavy metal which has the potential threaten to human's health and attracts public concern recently. The carbonized leaf powder is expected as suitable adsorbent for Ni(II) removal became of the composi... Nickel is a heavy metal which has the potential threaten to human's health and attracts public concern recently. The carbonized leaf powder is expected as suitable adsorbent for Ni(II) removal became of the composition of some beneficial groups. In this work, carbonized leaf powder was evaluated for its adsorption performance towards Ni(II). According to the results, adsorbent component, dosage, initial solute concentration, solution pH, temperature and contact time can significantly affect the efficiency of Ni(II) removal. Sips model fits the test results best, and the adsorption capacity towards Ni(II) is determined around 37.62 mg/g. The thermodynamic behaviors reveal the endothermic and spontaneous nature of the adsorption. The free adsorption energy (fluctuate around 8 kJ/mol) predicted by D-R model indicates that the adsorption capacity originated from both physical and chemical adsorption. Room temperature (15-25 ℃) is suitable for Ni(II) removal as well as low energy consumption for temperature enhancement. Further conclusions about the mechanism of chemical adsorption are obtained through analysis of the FT-IR test and XRD spectra, which indicates that the adsorption process occurs predominantly between amine, carbonate, phosphate and nickel ions. 展开更多
关键词 carbonized leaf powder Ni(lI) physical adsorption chemical adsorption mechanism
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A new approach for time effect analysis of settlement for single pile based on virtual soil-pile model 被引量:9
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作者 吴文兵 王奎华 +1 位作者 张智卿 CHIN Jian Leo 《Journal of Central South University》 SCIE EI CAS 2012年第9期2656-2662,共7页
A new approach is proposed to analyze the settlement behavior for single pile embedded in layered soils. Firstly, soil layers surrounding pile shaft are simulated by using distributed Voigt model, and finite soil laye... A new approach is proposed to analyze the settlement behavior for single pile embedded in layered soils. Firstly, soil layers surrounding pile shaft are simulated by using distributed Voigt model, and finite soil layers under the pile end are assumed to be virtual soil-pile whose cross-section area is the same as that of the pile shaft. Then, by means of Laplace transform and impedance function transfer method to solve the static equilibrium equation of pile, the analytical solution of the displacement impedance fimction at the pile head is derived. Furthermore, the analytical solution of the settlement at the head of single pile is theoretically derived by virtue of convolution theorem. Based on these solutions, the influences of parameters of soil-pile system on the settlement behavior for single pile are analyzed. Also, comparison of the load-settlement response for two well-instrumented field tests in multilayered soils is given to demonstrate the effectiveness and accuracy of the proposed approach. It can be noted that the presented solution can be used to calculate the settlement of single pile for the preliminary design of pile foundation. 展开更多
关键词 SETTLEMENT time effect single pile virtual soil-pile model layered soil VISCOELASTICITY distributed Voigt model
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Mechanical response of bridge piles in high-steep slopes and sensitivity study 被引量:13
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作者 赵衡 尹平保 李夕兵 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第10期4043-4048,共6页
The bridge piles located in high-steep slopes not only endure the loads from superstructure, but also the residual sliding force as well as the resistance from the slope. By introducing the Winkler foundation theory, ... The bridge piles located in high-steep slopes not only endure the loads from superstructure, but also the residual sliding force as well as the resistance from the slope. By introducing the Winkler foundation theory, the mechanical model of piles-soils-slopes system was established, and the equilibrium differential equations of pile were derived. Moreover, an analytic solution for identifying the model parameters was provided by means of power series method. A project with field measurement was compared with the proposed method. It is indicated that the lateral loads have great influences on the pile, the steep slope effect is indispensable, and reasonable diameter of the pile could enhance the bending ability. The internal force and displacements of pile are largely based upon the horizontal loads applied on pile, especially in upper part. 展开更多
关键词 BRIDGE mechanical response high-steep slope inclined load power series method
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Cadmium sorption from aqueous solutions onto Iranian sepiolite:Kinetics and isotherms
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作者 HOJATI Saeid KHADEMI Hossein 《Journal of Central South University》 SCIE EI CAS 2013年第12期3627-3632,共6页
This work aims to investigate the efficiency of Fariman sepiolite from Iran as an adsorbent to remove Cd from aqueous solutions. The effects of different experimental factors such as the initial Cd concentration, cont... This work aims to investigate the efficiency of Fariman sepiolite from Iran as an adsorbent to remove Cd from aqueous solutions. The effects of different experimental factors such as the initial Cd concentration, contact time and the sorbent dose were investigated through a series of batch adsorption experiments. The results show that the adsorption capacity of sepiolite for Cd increases with the contact time, the initial concentration of Cd solutions and the sorbent dose. Sorption of Cd by Fariman sepiolite is rapid within the first hour of the experiment and then slowly increases until a pseudo equilibrium is approached at 8 h. The results also show that the time-dependent Cd sorption data are better described with pseudo second-order (7〉0.999) than that of pseudo first-order (r2〉0.971) kinetic model. Equilibrium isotherm studies show that the experimental data are better correlated by the Freundlich adsorption isotherm (7〉0.995) than the Langmuir (P〉0.825). It is suggested that both adsorption and cation exchange reactions are responsible for the sorption of Cd by the sepiolite, and the mineral has a very good potential to remove Cd from aqueous solutions. 展开更多
关键词 SEPIOLITE CADMIUM adsorption capacity KINETICS ISOTHERM
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Removal of Pb(Ⅱ) ions from aqueous solutions by litchi pericarp and its leachate
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作者 潘轶敏 姜瑞雪 +2 位作者 杨继利 郑昊 尹儿琴 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第7期1626-1632,共7页
The adsorption capacity of Pb(Ⅱ) on litchi pericarps was investigated as a function of temperature,pH,and adsorbent dose using batch experiments.The experimental data obtained were evaluated using adsorption equilibr... The adsorption capacity of Pb(Ⅱ) on litchi pericarps was investigated as a function of temperature,pH,and adsorbent dose using batch experiments.The experimental data obtained were evaluated using adsorption equilibrium isotherms and a kinetic model.Additionally,the removal of Pb(Ⅱ) in leachate of litchi pericarps was also evaluated.The results show that litchi pericarps exhibit a high adsorption capacity to Pb(Ⅱ),with the maximum removal efficiency occurring at a temperature of 25 ℃,a pH of 6.0-7.0 and an adsorbent dosage of 10 g/L.Langmuir and Freundlich isotherms and the pseudo-second-order kinetic model can all fit the equilibrium adsorption satisfactorily,with correlation coefficients(R^2) of 0.9935,0.9918 and 1.0,respectively.An average removal efficiency of 66.65% is found for Pb(Ⅱ) in leachate of litchi pericarps. 展开更多
关键词 litchi pericarp Pb(ll) ADSORPTION KINETICS isotherms LEACHATE
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