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首页> 外文期刊>International Journal Of Modelling & Simulation >Comparison Of Digital Surfacemodelling Techniques For Slopingrnhill Terrain Using Gps Data
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Comparison Of Digital Surfacemodelling Techniques For Slopingrnhill Terrain Using Gps Data

机译:Gps数据对坡山地形数字表面建模技术的比较

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摘要

High resolution (cm level accuracy) digital terrain models (DTM) are needed for slope evaluation studies and landslide monitoring applications. The present paper investigates the efficacy of some commonly used surface interpolation techniques to generate the DTM of a sloping hill terrain influenced by an active landslide. The point co-ordinates acquired using kinematic Global Positioning System (GPS) survey are used as input data and co-ordinates of some identified control points obtained using static GPS survey are used as validation points. The main focus is on identifying the best-fit technique for terrain modelling in terms of accuracy of generated surface, which can possibly be used for quantifying temporal changes in slope parameters of steep mountainous terrains. Nowadays, for geodesy applications, one of the most productive methods is use of precise point positioning obtained through GPS. Interpolation techniques like kriging, inverse distance weightage (IDW), spline, natural neighbour and radial basis function (RBF) are tested for accuracy of the generated surface. These methods give different levels of accuracy depending upon the precision of survey, terrain complexity, sampling density and the specific parameters applied to the method. Statistical analysis reveals that the surface reconstruction accuracy varies from 0.01 to 87 cm. The RMSE varies from 20 to 35 cm. Variogram analysis and surface accuracy plots reveal that RBF and kriging methods best represent the surface complexities at cm level accuracies.
机译:斜坡评估研究和滑坡监测应用需要高分辨率(厘米级精度)数字地形模型(DTM)。本文研究了一些常用的表面插值技术在受活跃滑坡影响的斜坡山地形上生成DTM的功效。使用运动学全球定位系统(GPS)测量获得的点坐标用作输入数据,使用静态GPS测量获得的某些已识别控制点的坐标用作验证点。主要重点是根据生成的表面的准确性确定最适合地形建模的技术,该技术可能可用于量化陡峭山地地形的坡度参数的时间变化。如今,对于大地测量应用而言,最有效的方法之一就是使用通过GPS获得的精确点定位。测试了诸如克里金法,反距离权重(IDW),样条曲线,自然邻域和径向基函数(RBF)的插值技术,以生成曲面的准确性。这些方法根据测量的精度,地形的复杂性,采样密度和应用于该方法的特定参数提供不同的精度级别。统计分析表明,表面重建精度从0.01到87 cm不等。 RMSE从20到35厘米不等。变异函数分析和表面精度图显示,RBF和克里金法最能代表厘米级精度的表面复杂度。

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