相关实验视频
Updated: May 29, 2025

07:45
Quantifying Intermembrane Distances with Serial Image Dilations
Published on: September 28, 2018
6.4K
估计国际边界的可读性
Michael Kenwick1, Junghyun Lim2, Skyler Crane3
1Department of Political Science, Rutgers University, New Brunswick, NJ 08901.
概括
这项研究引入了边界可读性,这是衡量国际边界的可视检测程度的指标. 全球图像的计算机视觉分析提供了一种新的方法来研究边境对当地人口的影响.
科学领域:
- 社会科学 社会科学 社会科学
- 地理空间分析的研究.
- 计算机视觉 计算机视觉
背景情况:
- 社会科学研究越来越多地研究全球性机构及其微观层面的影响.
- 分析国际机构的局部后果,如边界,由于数据限制而具有挑战性.
- 现有的方法很难量化国际边界的物理存在和当地对国际边界的感知.
研究的目的:
- 开发和验证一种使用计算机视觉在全球范围内测量"边境可读性"的方法.
- 评估视觉边界特征与国家在边境地区的投资之间的关系.
- 提供对国际边界的制度影响进行细致的,地理特定的分析.
主要方法:
- 利用计算机视觉技术,包括微调预训练的视觉识别模型.
- 分析了627,656个全球图像,以估计边境可读性得分.
- 通过人类判断和五个名学指标验证了计算机视觉方法.
主要成果:
- 开发了一种可复制的方法,自动估计全球边境可读性得分.
- 证明微调的视觉识别模型与人类对边界可读性的感知保持一致.
- 解释可读性得分作为国家边境方向和投资的近似值.
结论:
- 计算机视觉为全球范围内测量边境可读性提供了一个可扩展的解决方案.
- 边境可读性为了解国家边境管制及其本地表现提供了一种新的,数据驱动的代理.
- 这种方法可以对机构对当地居民的影响进行大规模,细粒度的分析.
相关概念视频
Areas Within Irregular Boundaries
64
Calculating areas within irregular boundaries, such as along rivers or curved roads, is crucial in various fields, including surveying, engineering, and environmental management. Surveyors often begin by creating a traverse, a connected series of straight lines approximating the area's boundary. The coordinates of each traverse point are essential for calculating the enclosed area. The double meridian distance formula is a widely used technique for this purpose. This method utilizes the...
64
Design Example: Measuring Distance Between Two Points with Obstructions
26
When measuring distances in areas with physical obstructions, such as a lake in a field, surveyors must employ techniques to calculate accurate lengths without direct line measurements. One effective method is the offset technique, which allows for precise distance estimation over inaccessible stretches.In this scenario, a surveyor must measure a side of an area that crosses a lake. Since the measuring tape cannot span the lake, the surveyor begins by establishing a baseline that aligns with...
26
Design Example: Marking Boundaries of a Site Using a Compass
30
Marking site boundaries using a compass is a precise surveying technique that ensures the accuracy of boundary delineation. The process begins by using provided site details, including the bearings and lengths of each boundary line. The initial step involves calculating latitudes and departures for all sides of the site. This computation verifies that the traverse is free of errors, ensuring a closed and accurate boundary.The process starts at a known point, such as Point A, which is often...
30
Latitudes and Departures
51
Latitudes and departures are essential concepts in surveying, providing a systematic way to analyze the projections of traverse lines. These projections allow surveyors to interpret a line's north-south and east-west components, which are crucial for precisely calculating areas, bearings, and lengths. Latitude is the north-south projection of a line, calculated as the product of the line's length and the cosine of its bearing. Departure, conversely, is the east-west projection obtained by...
51
Design Example: Alignment of a Road Line Using GIS
38
The alignment of a road line using Geographic Information Systems (GIS) is a critical process in civil engineering, combining advanced technology with practical decision-making. This methodology begins with the collection of geospatial data, including information on land cover, geomorphology, drainage patterns, slope, and contour details. Such data is typically acquired through satellite imagery and GIS tools, offering a comprehensive understanding of the terrain.Once the data is gathered, it...
38
Common Leveling Mistakes and Errors
59
A survey team is tasked with determining the elevation difference between points Point A and Point B, separated by uneven terrain. They use a leveling instrument and a leveling rod.Common MistakesMisreading the Rod: During a backsight reading at Point A, the instrumentman observes the rod partially obscured by tall grass. Instead of reading 1.135 m, they mistakenly record 1.735 m due to the misalignment of the crosshair with the wrong graduation. This error adds 0.600 m to all subsequent...
59

