Jove
Visualize
Contact Us
JoVE
x logofacebook logolinkedin logoyoutube logo
ABOUT JoVE
OverviewLeadershipBlogJoVE Help Center
AUTHORS
Publishing ProcessEditorial BoardScope & PoliciesPeer ReviewFAQSubmit
LIBRARIANS
TestimonialsSubscriptionsAccessResourcesLibrary Advisory BoardFAQ
RESEARCH
JoVE JournalMethods CollectionsJoVE Encyclopedia of ExperimentsArchive
EDUCATION
JoVE CoreJoVE BusinessJoVE Science EducationJoVE Lab ManualFaculty Resource CenterFaculty Site
Terms & Conditions of Use
Privacy Policy
Policies

Related Concept Videos

Methods of Obtaining Topography01:25

Methods of Obtaining Topography

200
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,...
200
Topographic Surveying and Contours01:29

Topographic Surveying and Contours

620
Topographic surveying is critical for documenting the Earth's surface, focusing on capturing elevations, slopes, and natural and man-made features. It is essential in construction planning, water resource management, and land-use analysis. The primary outcome of such surveys is a topographic map, which uses contour lines to visually represent the shape and slope of the terrain, providing valuable insights into the landscape's characteristics.Contour lines are fundamental to understanding the...
620
Design Example: Identifying the Locations of Monuments in the Field Using Global Positioning System Device01:30

Design Example: Identifying the Locations of Monuments in the Field Using Global Positioning System Device

279
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...
279
Plotting of Topographic Maps01:29

Plotting of Topographic Maps

303
Topographic maps represent the Earth's surface features using contour lines, which connect points of equal elevation to create a two-dimensional representation of three-dimensional terrain. Creating a topographic map requires a systematic approach.Begin by plotting a scaled grid and marking intersections corresponding to the survey's elevation data points. Assign elevation values at these intersections to build the base map. Next, determine contour levels using a consistent contour interval,...
303
Design Example: Alignment of a Road Line Using GIS01:17

Design Example: Alignment of a Road Line Using GIS

222
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...
222
Field Application of Global Positioning System01:28

Field Application of Global Positioning System

201
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...
201

You might also read

Related Articles

Articles linked to this work by shared authors, journal, and citation graph.

Sort by
Same author

Treatment Durability After Subdural Evacuating Port System, Middle Meningeal Artery Embolization, and Combined Therapy for Chronic Subdural Hematoma.

Neurosurgery·2026
Same author

Effects of Deep Brain Stimulation on Autonomic Symptoms in Parkinson's Disease: A Scoping Review.

Movement disorders clinical practice·2025
Same author

Correction: Can Artificial Intelligence Diagnose Knee Osteoarthritis?

JMIR biomedical engineering·2025
Same author

Investigating the role of the I-II linker in Nav1.5 channel function.

The Journal of general physiology·2025
Same author

Can Artificial Intelligence Diagnose Knee Osteoarthritis?

JMIR biomedical engineering·2025
Same author

Smartphone region-wise image indoor localization using deep learning for indoor tourist attraction.

PloS one·2024

Related Experiment Video

Updated: Dec 3, 2025

Photorealistic Learned Landscapes for Augmented Reality
06:54

Photorealistic Learned Landscapes for Augmented Reality

Published on: June 27, 2025

533

Mapping Utility Poles in Aerial Orthoimages Using ATSS Deep Learning Method.

Matheus Gomes1, Jonathan Silva2, Diogo Gonçalves2

  • 1Faculty of Engineering, Architecture and Urbanism and Geography, Federal University of Mato Grosso do Sul, Campo Grande 79070900, Brazil.

Sensors (Basel, Switzerland)
|October 29, 2020
PubMed
Summary

Adaptive Training Sample Selection (ATSS) offers a novel and more accurate method for detecting utility poles from aerial images. This approach outperforms existing techniques like Faster R-CNN and RetinaNet in remote sensing applications.

Keywords:
convolutional neural networkobject detectionutility pole detection

More Related Videos

Combining Eye-tracking Data with an Analysis of Video Content from Free-viewing a Video of a Walk in an Urban Park Environment
08:25

Combining Eye-tracking Data with an Analysis of Video Content from Free-viewing a Video of a Walk in an Urban Park Environment

Published on: May 7, 2019

9.4K
Use of Principal Components for Scaling Up Topographic Models to Map Soil Redistribution and Soil Organic Carbon
09:44

Use of Principal Components for Scaling Up Topographic Models to Map Soil Redistribution and Soil Organic Carbon

Published on: October 16, 2018

10.5K

Related Experiment Videos

Last Updated: Dec 3, 2025

Photorealistic Learned Landscapes for Augmented Reality
06:54

Photorealistic Learned Landscapes for Augmented Reality

Published on: June 27, 2025

533
Combining Eye-tracking Data with an Analysis of Video Content from Free-viewing a Video of a Walk in an Urban Park Environment
08:25

Combining Eye-tracking Data with an Analysis of Video Content from Free-viewing a Video of a Walk in an Urban Park Environment

Published on: May 7, 2019

9.4K
Use of Principal Components for Scaling Up Topographic Models to Map Soil Redistribution and Soil Organic Carbon
09:44

Use of Principal Components for Scaling Up Topographic Models to Map Soil Redistribution and Soil Organic Carbon

Published on: October 16, 2018

10.5K

Area of Science:

  • Remote Sensing
  • Computer Vision
  • Geospatial Analysis

Background:

  • Traditional utility pole mapping using street-level imagery is labor-intensive and inefficient for large areas.
  • Aerial imagery presents a scalable alternative, but detecting poles from top-view images in urban settings is challenging.
  • Existing remote sensing object detection methods like Faster R-CNN and RetinaNet have limitations in accurately mapping utility poles.

Discussion:

  • This study introduces Adaptive Training Sample Selection (ATSS), a novel method for detecting utility poles in urban environments using aerial imagery.
  • The performance of ATSS was compared against Faster R-CNN and RetinaNet using a large dataset of 99,473 high-resolution image patches (10 cm GSD).
  • The impact of bounding box size on ATSS performance was evaluated, with optimal results observed for larger bounding box dimensions.

Key Insights:

  • ATSS demonstrated superior accuracy, achieving an Average Precision at 50% Intersection over Union (AP50) of 0.913, outperforming Faster R-CNN (0.875) and RetinaNet (0.874).
  • Larger bounding box sizes significantly improved ATSS performance, with AP50 increasing by 6.5% and AP75 by 23.1% when comparing 60x60 to 30x30 pixel boxes.
  • All tested methods exhibited comparable computational costs, processing approximately 0.048 seconds per patch.

Outlook:

  • ATSS shows significant potential for developing automated tools for utility pole detection and mapping in urban infrastructure management.
  • Further research could explore ATSS in diverse remote sensing scenarios and with varying image resolutions.
  • Optimizing bounding box selection strategies within ATSS could further enhance detection accuracy and efficiency.