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公开(公告)号:KR101273932B1
公开(公告)日:2013-06-12
申请号:KR1020130014541
申请日:2013-02-08
Applicant: 국민대학교산학협력단
CPC classification number: G06T3/4007 , G06T5/002 , G06T7/60
Abstract: PURPOSE: An interpolation method using an inverse distance weighted value is provided to prevent an interpolation error by adjusting an inverse distance weighted value of a separate distance between a reference grid line and a data point. CONSTITUTION: A separate distance between data points located within an effective radius from a reference grid line out of several grid lines (S10). An inverse distance weighted value with respect to the separate distance is respectively calculated (S20). A weighted sum is calculated by summing up the inverse distance weighted values (S30). Water depth of each data point applying the inverse distance weighted value is summed (S40). An optimal water depth value of the reference grid line is calculated using the weighted sum and the water depth sum (S50). [Reference numerals] (S10) Step of calculating distance; (S20) Step of calculating weighted values; (S30) Step of calculating the sum of weighted values; (S40) Step of calculating the sum of water depth values; (S50) Step of calculating an optimal water depth value
Abstract translation: 目的:提供使用反向距离加权值的插值方法,以通过调整参考网格线和数据点之间的单独距离的反距离加权值来防止插值误差。 构成:位于几个网格线之间的参考网格线的有效半径内的数据点之间的单独距离(S10)。 分别计算相对于分离距离的反距离加权值(S20)。 通过对反向距离加权值求和来计算加权和(S30)。 应用逆距离加权值的每个数据点的水深相加(S40)。 使用加权和和水深总和来计算参考网格线的最佳水深值(S50)。 (附图标记)(S10)计算距离的步骤 (S20)计算加权值的步骤; (S30)计算加权值之和的步骤; (S40)计算水深值之和的步骤; (S50)计算最佳水深值的步骤
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公开(公告)号:KR101272129B1
公开(公告)日:2013-06-10
申请号:KR1020120111715
申请日:2012-10-09
Applicant: 국민대학교산학협력단
CPC classification number: G01F1/002 , G01M5/0041 , G06F17/10
Abstract: PURPOSE: A method for analyzing the turbulence of a turbulence field installing a handwork structure and a system thereof are provided to improve the accuracy of turbulence analysis by calculating an eddy viscosity coefficient at a target spot based on the shortest distance and calculating shear stress. CONSTITUTION: An area forming unit(300) forms division areas by dividing a turbulence field into areas. A coefficient calculating unit(400) calculates an eddy viscosity coefficient by using the shortest distance to a handwork structure. A stress analyzing unit(500) calculates shear stress at spots by using the eddy viscosity coefficient. A model building unit(600) builds a numerical model of the turbulence field by using the eddy viscosity coefficient and the shear stress. [Reference numerals] (300) Area forming unit; (400) Coefficient calculating unit; (500) Stress analyzing unit; (600) Model building unit
Abstract translation: 目的:提供一种用于分析安装手工结构的湍流场的紊流的方法及其系统,以通过基于最短距离计算目标点处的涡流粘度系数并计算剪切应力来提高湍流分析的精度。 构成:区域形成单元(300)通过将湍流场划分为区域来形成分割区域。 系数计算单元(400)通过使用到手工结构的最短距离来计算涡流粘度系数。 应力分析单元(500)通过使用涡流粘度系数来计算斑点处的剪切应力。 模型建立单元(600)通过使用涡流粘度系数和剪切应力建立湍流场的数值模型。 (附图标记)(300)区域形成单元; (400)系数计算单元; (500)应力分析单元; (600)建模单位
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