用高精度近距离摄像度测量卫星天线表面形状的热变形测量
Kaifeng Ma1, Guiping Huang1, Junzhen Meng1
1College of Surveying and Geo-Informatics, North China University of Water Resources and Electric Power, Zhengzhou 450046, China.
Sensors (Basel, Switzerland)
|July 27, 2024
概括
一种新的摄影计量技术精确地测量了卫星天线的大小和热变形. 这种方法确保了天线在轨道上的性能,显示形状准确性在-60°C下降,但仍然符合设计标准.
科学领域:
- 航空航天工程 航空航天工程
- 计量学 计量学 计量学
- 材料科学 材料科学 材料科学
背景情况:
- 卫星天线需要精确的表面形状和尺寸精度以获得最佳性能.
- 空间中的热变化可以诱导显著的表面变形,影响天线的功能.
- 现有的测量技术可能缺乏评估这些变形所需的准确性.
研究的目的:
- 引入和验证用于卫星天线计量学的高精度近距离光谱技术.
- 在不同的温度条件下评估卫星天线表面形状的热变形.
- 评估卫星天线的轨道性能和准确性,使用已开发的光谱法.
主要方法:
- 开发和研究一种新的高精度近距离光谱测量原理和解决方案.
- 实施用于热变形分析的详细测量测试方案.
- 应用光度计技术来测量卫星天线尺寸和表面形状的精度.
主要成果:
- 近距离光谱技术的测量误差小于0.04毫米,满足了严格的准确性要求.
- 发现卫星天线表面形状和肋骨精度随着温度的下降而恶化,精度最低在-60°C (RMSE高达0.878mm和0.761mm).
- 该天线符合表面形状精度 (RMSE ≤1mm) 和在40°C和80°C的温度差异下表面形状变形的技术设计指数 (RMSEs为0.216mm和0.411mm,满足≤0.3mm和≤0.5mm的要求).
结论:
- 新型高精度近距离光谱是卫星天线计量学的可靠方法,包括热变形评估.
- 温度显著影响卫星天线的表面精度,需要在设计和操作中考虑.
- 开发的技术成功验证了卫星天线在热应力下满足关键性能和设计规格.
相关概念视频
Design Example: Identifying the Locations of Monuments in the Field Using Global Positioning System Device
27
Surveyors use Global Positioning System (GPS) technology to measure the precise location and elevation of points on Earth. In a recent survey, GPS receivers were used to determine the coordinates and elevations of two park monuments. The process involved careful mission planning, data collection, and correction to ensure accuracy. The survey began with mission planning to identify optimal satellite visibility and minimize Position Dilution of Precision (PDOP). A geodetic control point...
27
Methods of Obtaining Topography
60
Topography involves measuring and mapping land elevations, natural features, and artificial structures to create accurate representations of the terrain. Topographic surveying relies on traditional and modern methods, each with distinct advantages and limitations.Traditional Surveying Methods:Transit stadia surveys and plane table surveys were widely used traditional surveying methods. These techniques relied on instruments like theodolites and stadia rods for measuring distances and angles,...
60
Field Application of Global Positioning System
41
The Global Positioning System (GPS) has become an indispensable tool in fieldwork, offering unparalleled precision and efficiency for surveying, navigation, and infrastructure development. By harnessing signals from a constellation of satellites, GPS receivers determine the location of objects with remarkable speed and accuracy, often completing calculations within a second.Advantages of Modern GPS TechnologyContemporary GPS receivers are designed to meet the practical demands of field...
41
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
Types of Global Positioning System Surveys
54
GPS surveying methods vary in application, accuracy, and data collection techniques, catering to diverse surveying and mapping needs. Static GPS, kinematic GPS, and real-time kinematic (RTK) surveying are widely used. Each technique offers distinct advantages.Static GPS involves placing one receiver at a known reference point and another at the target point. It collects exact positional data by observing multiple satellite ranges over an extended period, achieving centimeter-level accuracy for...
54
Influence of Earth's Curvature and Atmospheric Refraction on Leveling
89
During leveling, the Earth's curvature and atmospheric refraction introduce deviations in the line of sight from a true horizontal reference. When the line of sight is leveled, it remains perpendicular to the plumb line only at a single point. Beyond this, it deviates due to the Earth’s curvature, represented by the correction C. For a sight distance D, the deviation can be derived using the relationship:This relationship shows that the deviation increases quadratically with distance.
89


