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超渗产流计算的差分数学模型 被引量:4
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作者 张旭臣 《水文》 CSCD 北大核心 1991年第1期21-23,共3页
本文以改进的霍顿产流概念为基础,提出了流域滞蓄能力的概念,用以解决包气带对渗入水流的分配过程,从而建立了超渗产流计算的显式差分数学模型。该模型能够根据流域供水条件的变化对入渗能力曲线进行实时校正,直接分解出地表、地下径流量。
关键词 超渗产流 计算 差分数学模型
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电动机驱动电流依赖于可观测量的数学模型
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作者 刘红巧 王泽杰 《电子制作》 2017年第14期7-8,共2页
用差分方程建立数学模型(引用参考文献[2]),得到了主轴的角加速度,再根据现有的物理模型,求出补偿需要的输出的转矩,得到电动机转矩与电流的线性关系,已知试验台工作时主轴的瞬时转速与瞬时扭矩是可观测的离散量,建立电动机驱动电流依... 用差分方程建立数学模型(引用参考文献[2]),得到了主轴的角加速度,再根据现有的物理模型,求出补偿需要的输出的转矩,得到电动机转矩与电流的线性关系,已知试验台工作时主轴的瞬时转速与瞬时扭矩是可观测的离散量,建立电动机驱动电流依赖于可观测量的数学模型。把等效转动惯量与机械转动惯量当作可观测值。因为驱动电流是电动机扭矩的1.5倍,求出扭矩即可得出求出驱动电流。扭矩问题可转化为转动惯量与角加速度的问题,故最终建立的驱动电流的模型,只需找到角加速度的表达式,利用差分模型可以表达求解。在制动加速度是常量的基础上,我们可以计算出减速过程中的加速度。由上述所得的加速度我们可以推导出加速度与角加速度之间的关系,进而求出角加速度的值,最后代入求出电动机的扭矩。 展开更多
关键词 差分方程数学模型 驱动电流的模型 粗大误差数据分析
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Geometric Approximation Technique for Minimum Zone Sphericity Error 被引量:1
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作者 何改云 王太勇 +1 位作者 秦旭达 郭晓军 《Transactions of Tianjin University》 EI CAS 2005年第4期274-277,共4页
The mathematical modeling for evaluation of the sphericity error is proposed with minimum radial separation center. To obtain the minimum sphericity error from the form data, a geometric approximation technique was de... The mathematical modeling for evaluation of the sphericity error is proposed with minimum radial separation center. To obtain the minimum sphericity error from the form data, a geometric approximation technique was devised. The technique regarded the least square sphere center as the initial center of the concentric spheres containing all measurement points, and then the center was moved gradually to reduce the radial separation till the minimum radial separation center was got where the constructed concentric spheres conformed to the minimum zone condition. The method was modeled firstly, then the geometric approximation process was analyzed, and finally,the software for data processing was programmed. As evaluation example, five steel balls were measured and the measurement data were processed with the developed program. The average iteration times of the approximation technique is 4.2, and on average the obtained sphericity error is 0. 529μm smaller than the least square solution,with accuracy increased by 7. 696%. 展开更多
关键词 sphericity error minimum zone condition~ data processing form error evaluation
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A Mathematical Model for Designing Optimal Shape for the Cone Used in Z-flow Type Radial Flow Adsorbers 被引量:3
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作者 张学军 陆军亮 +2 位作者 邱利民 张小斌 王晓蕾 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2013年第5期494-499,共6页
Nonuniform flow distribution along the radial direction usually exists in a Z-flow type radial flow adsorber,which will decrease the utilization of adsorbent and the switching time and may result in operating safety p... Nonuniform flow distribution along the radial direction usually exists in a Z-flow type radial flow adsorber,which will decrease the utilization of adsorbent and the switching time and may result in operating safety problems in cryogenic air separation.In order to improve the uniformity of the flow distribution along the radial direction in the adsorber,a differential equation is derived through pressure drop analysis in the Z-flow type radial adsorber with a cone in the middle of the central pipe.The differential equation determines the ideal cross-sectional radii of the cone along the axis.The result shows that the cross-sectional radius of the cone should gradually decrease from 0.3 m to zero along the axis to ensure that the process air is distributed uniformly in the Z-flow type radial flow adsorber and the shape of the cone is a little convex.The flow distribution without the cone in the central pipe is compared under different bed porosities.It is demonstrated that the proposed differential equation can provide theoretical support for designing Z-flow type radial flow adsorbers. 展开更多
关键词 radial adsorber uniform distribution cryogenic air separation
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Comprehensive modeling approach of axial ultrasonic vibration grinding force 被引量:2
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作者 何玉辉 周群 +1 位作者 周剑杰 郎献军 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第3期562-569,共8页
The theoretical model of axial ultrasonic vibration grinding force is built on the basis of a mathematical model of cutting deforming force deduced from the assumptions of thickness of the undeformed debris under Rayl... The theoretical model of axial ultrasonic vibration grinding force is built on the basis of a mathematical model of cutting deforming force deduced from the assumptions of thickness of the undeformed debris under Rayleigh distribution and a mathematical model of friction based on the theoretical analysis of relative sliding velocity of abrasive and workpiece. Then, the coefficients of the ultrasonic vibration grinding force model are calculated through analysis of nonlinear regression of the theoretical model by using MATLAB, and the law of influence of grinding depth, workpiece speed, frequency and amplitude of the mill on the grinding force is summarized after applying the model to analyze the ultrasonic grinding force. The result of the above-mentioned law shows that the grinding force decreases as frequency and amplitude increase, while increases as grinding depth and workpiece speed increase; the maximum relative error of prediction and experimental values of the normal grinding force is 11.47% and its average relative error is 5.41%; the maximum relative error of the tangential grinding force is 10.14% and its average relative error is 4.29%. The result of employing regression equation to predict ultrasonic grinding force approximates to the experimental data, therefore the accuracy and reliability of the model is verified. 展开更多
关键词 cutting deformation force ultrasonic vibration assisted grinding (UVAG) regression equation comprehensive modeling
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Mechanical analysis of fixed geosynthetic technique of GRPS embankment
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作者 张军 郑俊杰 马强 《Journal of Central South University》 SCIE EI CAS 2013年第5期1368-1375,共8页
To overcome the deficiencies of conventional geosynthetic-reinforced and pile-supported (GRPS) embankment, a new improvement technique, fixed geosynthetic technique of GRPS embankment (FGT embankment), was developed a... To overcome the deficiencies of conventional geosynthetic-reinforced and pile-supported (GRPS) embankment, a new improvement technique, fixed geosynthetic technique of GRPS embankment (FGT embankment), was developed and introduced. Based on the discussion about the load transfer mechanism of FGT embankment, a simplified check method of the requirement of geosynthetic tensile strength and a mechanical model of the FGT embankment were proposed. Two conditions, the pile cap and pile beam conditions are considered in the mechanical model. The finite difference method is used to solve the mechanical model owing to the complexity of the differential equations and the soil strata. Then, the numerical procedure is programmed. Finally, a field test is conducted to verify the mechanical model and the calculated results are in good agreement with field measured data. 展开更多
关键词 mechanical model load transfer mechanism fixed geosynthetic technique GRPS embankment field test
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