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3-D uncertainty-based topographic change detection with structure-from-motion photogrammetry:precision maps for ground control and directly georeferenced surveys

机译:基于动感结构摄影测量的基于3D不确定度的地形变化检测:用于地面控制的精确地图和直接地理参考勘测

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摘要

Structure-from-motion (SfM) photogrammetry is revolutionising the collection of detailed topographic data, but insight into geomorphological processes is currently restricted by our limited understanding of SfM survey uncertainties. Here, we present an approach that, for the first time, specifically accounts for the spatially variable precision inherent to photo-based surveys, and enables confidence-bounded quantification of 3-D topographic change. The method uses novel 3-D precision maps that describe the 3-D photogrammetric and georeferencing uncertainty, and determines change through an adapted state-of-the-art fully 3-D point-cloud comparison (M3C2; Lague, et al., 2013), which is particularly valuable for complex topography. We introduce this method by: (1) using simulated UAV surveys, processed in photogrammetric software, to illustrate the spatial variability of precision and the relative influences of photogrammetric (e.g. image network geometry, tie point quality) and georeferencing (e.g. control measurement) considerations; (2) we then present a new Monte Carlo procedure for deriving this information using standard SfM software and integrate it into confidence-bounded change detection; before (3) demonstrating geomorphological application in which we use benchmark TLS data for validation and then estimate sediment budgets through differencing annual SfM surveys of an eroding badland. We show how 3-D precision maps enable more probable erosion patterns to be identified than existing analyses, and how a similar overall survey precision could have been achieved with direct survey georeferencing for camera position data with precision half as good as the GCPs’. Where precision is limited by weak georeferencing (e.g. camera positions with multi-metre precision, such as from a consumer UAV), then overall survey precision can scale as n-½ of the control precision (n = number of images). Our method also provides variance-covariance information for all parameters. Thus, we now open the door for SfM practitioners to use the comprehensive analyses that have underpinned rigorous photogrammetric approaches over the last half-century.
机译:动态结构(SfM)摄影测量法正在彻底改变详细地形数据的收集,但是由于我们对SfM调查不确定性的了解有限,因此无法深入了解地貌过程。在这里,我们提出了一种方法,这是首次专门考虑基于照片的调查固有的空间可变精度,并且可以对3D地形变化进行置信界量化。该方法使用新颖的3-D精确度图来描述3-D摄影测量和地理配准不确定性,并通过自适应的最先进的完整3-D点云比较确定变化(M3C2; Lague等, 2013),这对于复杂的地形特别有价值。我们通过以下方法介绍此方法:(1)使用在摄影测量软件中处理过的模拟UAV调查,以说明精度的空间变异性以及摄影测量的相对影响(例如,图像网络几何形状,联络点质量)和地理配准(例如控制测量)注意事项; (2)然后,我们提出了一种新的蒙特卡洛程序,用于使用标准SfM软件导出此信息,并将其集成到置信度变化检测中;之前(3)演示了地貌应用,其中我们使用基准TLS数据进行验证,然后通过对侵蚀性荒地的年度SfM调查进行差异估算沉积物预算。我们将展示3-D精确度地图如何比现有分析方法更能识别出可能的侵蚀模式,以及如何通过直接勘测地理配准对照相机位置数据进行精确的测量,而精确度仅为GCP的一半,从而可以达到类似的总体测量精度。如果精度受到弱的地理配准的限制(例如,具有多米精度的摄像机位置,例如来自消费者UAV的摄像机位置),则总测量精度可以缩放为控制精度的n-1 / 2(n =图像数量)。我们的方法还提供了所有参数的方差-协方差信息。因此,我们现在为SfM从业人员敞开大门,使他们能够使用在过去半个世纪中采用严格的摄影测量方法的全面分析。

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