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相关概念视频

Common Leveling Mistakes and Errors01:17

Common Leveling Mistakes and Errors

71
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...
71
Adjusting a Traverse01:12

Adjusting a Traverse

56
In the site survey of a four-sided traverse, internal angles are essential to ensure geometric accuracy. The survey revealed that the sum of the measured internal angles was 359 degrees and 48 minutes, which is 12 minutes less than the expected 360 degrees. This discrepancy signals an error likely arising from measurement inaccuracies during the fieldwork.To rectify this error, the adjustment process involved distributing the 12-minute shortfall equally across the four internal angles. By...
56
Errors in Taping01:18

Errors in Taping

23
Errors in taping arise from multiple factors that can significantly impact measurement accuracy in surveying. Misalignment of the tape, often due to human error, is one primary source. A skilled rear tapeman, using a telescope, can help correct alignment by guiding the head tapeman; however, human limitations still lead to small inaccuracies. These errors may include misplacement of pins or inaccurate tape readings due to common visual confusions, such as mistaking a six for a nine. Such...
23
Distance Corrections01:15

Distance Corrections

27
To achieve precise distance measurements, especially in surveying and construction, certain corrections must be applied to account for potential sources of error like the standardization errors, temperature variations, and slope adjustments.Standardization error emerges when measurement equipment undergoes changes, such as wear, repairs, or weather impacts. To address this, surveyors compare the equipment’s readings to a standard. This process identifies any deviation that might lead to...
27
Errors in Global Positioning System01:26

Errors in Global Positioning System

44
Global Positioning System (GPS) technology has revolutionized navigation and positioning, but its accuracy is often compromised by various errors. These errors, stemming from environmental, satellite, and receiver-related factors, require careful mitigation to ensure reliable performance across applications.Atmospheric ErrorsGPS signals travel through the Earth’s ionosphere and troposphere, introducing delays which affect accuracy. The ionosphere is strongly influenced by charged particles,...
44
Design Example: Measuring Distance Between Two Points with Obstructions01:10

Design Example: Measuring Distance Between Two Points with Obstructions

33
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...
33

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Updated: Jun 25, 2025

Subsurface Defect Localization by Structured Heating Using Laser Projected Photothermal Thermography
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激光追踪器和地面激光扫描仪范围错误评估通过接.

Bala Muralikrishnan1, Braden Czapla1, Vincent Lee1

  • 1Sensor Science Division, National Institute of Standards and Technology, Gaithersburg, MD 20899, USA.

Sensors (Basel, Switzerland)
|May 25, 2024
PubMed
概括
此摘要是机器生成的。

评估激光追踪器 (LTs) 和地面激光扫描器 (TLS) 在长距离上的距离性能具有挑战性. 这项研究表明",拼接"方法,通过结合多项测量,为评估这些仪器提供了一种可行的方法.

关键词:
激光追踪器是一个激光追踪器.这是一个重叠的重叠.错误范围范围的错误范围注册注册注册注册注册注册注册注册是什么意思拼接错误是因为拼接错误.拼接的长度是需要的.地上激光扫描仪扫描仪不确定性是一种不确定性.

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科学领域:

  • 计量学和测量科学 计量学和测量科学
  • 地理学工程 工程地质学
  • 光学仪器仪器仪器仪器仪器仪器仪器仪器仪器仪器仪器仪器

背景情况:

  • 激光追踪器 (LTs) 和地面激光扫描器 (TLS) 对于大规模应用中的维度测量至关重要.
  • 目前在评估LTs和TLS的远程性能方面存在局限性,原因是很难建立长参考长度.
  • 现有的仪器具有从50米到几公里的测量范围.

研究的目的:

  • 研究一种用于评估LT和TLS长距离测距性能的新方法.
  • 为了应对构建用于仪器校准和验证的长参考长度的挑战.
  • 为了确定使用接技术用于性能评估的可行性.

主要方法:

  • 探索"拼接错误" (来自重叠短测量的错误) 和"拼接长度" (从注册仪器位置创建长引用).
  • 收集实验数据,以测试拟议的方法.
  • 分析与接方法相关的不确定性.

主要成果:

  • 拼接方法被证明是评估远程性能的一种实用和有效的技术.
  • 实验数据支持使用拼接来评估激光追踪器和地面激光扫描仪的能力.
  • 这项研究提供了关于与拼接测量相关的不确定性的见解.

结论:

  • 拼接技术为评估激光追踪器和地面激光扫描器的距离性能提供了可行的解决方案.
  • 这种方法克服了建立物理长度参考长度的局限性.
  • 这些发现有助于改善大型维度测量仪器的计量实践.