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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...
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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...
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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...
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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...
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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...
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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,...
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Signal Source Positioning Based on Angle-Only Measurements in Passive Sensor Networks.

Yidi Chen1, Linhai Wang2, Shenghua Zhou2

  • 1State Key Laboratory of Mechanics and Control of Mechanical Structures, Nanjing University of Aeronautics and Astronautics, No. 29, Yudao Street, Nanjing 210016, China.

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Summary

This study presents a method for locating signal sources using passive sensors. It accurately associates sensor data to determine source positions, improving network performance with low computational cost.

Keywords:
accuracy analysisangle-only measurementsdata associationpassive sensor networksignal localization

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Area of Science:

  • Signal processing
  • Sensor networks
  • Estimation theory

Background:

  • Passive sensors provide signal direction but not precise source location.
  • Accurate signal source localization requires associating data from multiple distributed passive sensors.
  • Multi-target data association is crucial for effective passive sensor network performance.

Purpose of the Study:

  • To develop a method for multi-target data association and signal localization in distributed passive sensor networks.
  • To estimate signal source positions using only angle-only measurements from passive sensors.
  • To analyze the impact of measurement accuracy on localization performance.

Main Methods:

  • Constructing multiple lines in a 3D scenario from angle-only measurements.
  • Classifying intersecting lines within a small volume as originating from the same source.
  • Estimating signal source position as the center of the intersecting volume.
  • Formulating statistical distributions for estimated source positions.
  • Implementing an association threshold based on minimum distance between lines.

Main Results:

  • The proposed method effectively associates passive observations for signal source localization.
  • Statistical distributions for estimated signal source positions are derived.
  • Numerical results demonstrate the impact of angle measurement and platform self-positioning accuracy.
  • The method achieves a high data association rate and positioning performance.
  • The approach offers a low computation cost.

Conclusions:

  • Distributed passive sensor networks can effectively estimate signal source positions.
  • The developed data association and localization method is robust and efficient.
  • Accurate angle and self-positioning measurements are critical for optimal performance.
  • This technique provides a valuable solution for passive sensing applications requiring precise localization.