首页> 外文期刊>Photogrammetric Engineering & Remote Sensing: Journal of the American Society of Photogrammetry >A Theoretical Approach to Modeling the Accuracy Assessment of Digital Elevation Models
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A Theoretical Approach to Modeling the Accuracy Assessment of Digital Elevation Models

机译:数字高程模型精度评估建模的理论方法

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In this paper, a theoretical analysis is presented of the degree of correctness to which the accuracy figures of a grid Digital Elevation Model (DEM) have been estimated, measured as Root Mean Square Error (RMSE) depending on the number of checkpointsused in the accuracy assessment process. The latter concept is sometimes referred to as the Reliability of the DEM accuracy tests. Two theoretical models have been developed for estimating the reliability of the DEM accuracy figures using the number ofcheckpoints and parameters related to the statistical distribution of residuals (mean, variance, skew-ness, and standardized kurtosis). A general case was considered in which residuals might be weakly correlated (local spatial autocorrelation) with non-zero mean and non-normal distribution. Thus, we avoided the "strong assumption" of distribution normality accepted in some of the previous works and in the majority of the current standards of positional accuracy control methods. Sampled data were collected using digital photogrammet-ric methods applied to large scale stereo imagery (1:5 000). In this way, seven morphologies were sampled with a 2 m by 2 m sampling interval, ranging from flat (3 percent average slope) to the highly rugged terrain of marble quarries (82 percent average slope). Two local schemes of interpolation have been employed, using Multiquadric Radial Basis Functions (MRBF) and Inverse Distance Weighted (IDW) interpolators, to generate interpolated surfaces from high-resolution gridDEMS. The theoretical results obtained were experimentally validated using the Monte Carlo simulation method. The proposed models provided a good fit for the raw simulated data for the seven morphologies and the two schemes of interpolation tested (r~2 > 0.96 as mean value). The proposed theoretical models performed very well for modeling the non-gaussian distribution of the errors at the checkpoints, a property which is very common in geographically distributed data.
机译:本文对理论的正确性进行了理论分析,估计了网格数字高程模型(DEM)的精确度,并根据精确度中使用的检查点数量将其测量为均方根误差(RMSE)评估过程。后者的概念有时称为DEM准确性测试的可靠性。已经开发了两个理论模型,用于使用检查点的数量和与残差的统计分布(均值,方差,偏度和标准峰度)相关的参数来估计DEM精度图的可靠性。考虑了一个一般情况,其中残差可能与非零均值和非正态分布弱相关(局部空间自相关)。因此,我们避免了某些先前的工作以及大多数当前位置精度控制方法标准所接受的分布正态性的“强假设”。使用适用于大规模立体影像的数字摄影测量方法(1:5 000)收集采样数据。通过这种方式,以2 m x 2 m的采样间隔对7种形态进行了采样,范围从平坦(平均坡度为3%)到大理石采石场的崎highly地形(平均坡度为82%)。已采用两种局部插值方案,即使用多二次径向基函数(MRBF)和反距离加权(IDW)插值器,以从高分辨率gridDEMS生成插值曲面。使用蒙特卡洛模拟方法对获得的理论结果进行了实验验证。所提出的模型很好地适合了七个形态和两种插值方案的原始模拟数据(r〜2> 0.96作为平均值)。所提出的理论模型在对检查点处的误差进行非高斯分布建模方面表现非常出色,这在地理分布数据中非常常见。

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