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A New Method for High Resolution Surface Change Detection: Data Collection and Validation of Measurements from UAS at the Nevada National Security Site, Nevada, USA

机译:一种新的高分辨率表面变化检测方法:USVADA国家安全网站,USEVADA的UAS数据收集和验证UAS

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The use of uncrewed aerial systems (UAS) increases the opportunities for detecting surface changes in remote areas and in challenging terrain. Detecting surface topographic changes offers an important constraint for understanding earthquake damage, groundwater depletion, effects of mining, and other events. For these purposes, changes on the order of 5–10 cm are readily detected, but sometimes it is necessary to detect smaller changes. An example is the surface changes that result from underground explosions, which can be as small as 3 cm. Previous studies that described change detection methodologies were generally not aimed at detecting sub-5-cm changes. Additionally, studies focused on high-fidelity accuracy were either computationally modeled or did not fully provide the necessary examples to highlight the usability of these workflows. Detecting changes at this threshold may be critical in certain applications, such as global security research and monitoring for high-consequence natural hazards, including landslides. Here we provide a detailed description of the methodology we used to detect 2–3 cm changes in an important applied research setting—surface changes related to underground explosions. This methodology improves the accuracy of change detection data collection and analysis through the optimization of pre-field planning, surveying, flight operations, and post-processing the collected data, all of which are critical to obtaining the highest output data resolution possible. We applied this methodology to a field study location, collecting 1.4 Tb of images over the course of 30 flights, and location data for 239 ground control points (GCPs). We independently verified changes with orthoimagery, and found that structure-from-motion, software-reported root mean square errors (RMSEs) for both control and check points underestimated the actual error. We found that 3 cm changes are detectable with this methodology, thereby improving our knowledge of a rock’s response to underground explosions.
机译:未焊接的空中系统(UAS)的使用增加了检测偏远地区的表面变化和具有挑战性地形的机会。检测表面地形改变为了解地震损伤,地下水耗尽,采矿效果以及其他事件提供了一个重要的约束。出于这些目的,容易检测到5-10厘米的变化,但有时需要检测较小的变化。一个例子是地下爆炸结果的表面变化,可以小至3cm。以前描述的改变检测方法的研究通常不旨在检测亚5厘米的变化。此外,专注于高保真精度的研究在计算上建模或未完全提供必要的例子以突出这些工作流的可用性。在某些应用中检测该阈值的变化可能是至关重要的,例如全球安全研究和监测高后的自然灾害,包括山体滑坡。在这里,我们提供了对我们用于检测到地下爆炸相关的重要应用研究环境变化的2-3厘米变化的方法的详细描述。这种方法通过优化预先现场规划,测量,飞行操作以及收集的数据的优化来提高变更检测数据收集和分析的准确性,所有这些都是为了获得最高输出数据分辨率至关重要。我们将该方法应用于现场研究位置,在30个飞行过程中收集1.4 TB图像,以及239个地面控制点的位置数据(GCP)。我们独立验证了用正常造面器的变化,并发现控制和检查点的结构 - 从动作,软件报告的根均线误差(RMSE)低估了实际错误。我们发现,这种方法可以检测到3厘米的变化,从而提高了我们对地下爆炸响应的了解。

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