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Related Concept Videos

Design Example: Measuring Distance Between Two Points with Obstructions01:10

Design Example: Measuring Distance Between Two Points with Obstructions

34
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...
34
Distance Measurements by Taping01:18

Distance Measurements by Taping

35
Tapes are essential in surveying for accurate, durable, and short-distance measurements. Made from lightweight, nylon-coated steel, they offer flexibility and strength for rugged outdoor use. The nylon coating protects against rust and wear, extending the tape's life. Standard lengths, around 30 meters, are marked in meters and millimeters for precision.Surveyors select tapes based on site conditions and accuracy needs. Lightweight, nylon-coated tapes are commonly used for ease of handling and...
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Distance Corrections01:15

Distance Corrections

28
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...
28
Influence of Earth's Curvature and Atmospheric Refraction on Leveling01:26

Influence of Earth's Curvature and Atmospheric Refraction on Leveling

92
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.
92
Latitudes and Departures01:27

Latitudes and Departures

83
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...
83
Common Leveling Mistakes and Errors01:17

Common Leveling Mistakes and Errors

72
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...
72

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Updated: Jun 28, 2025

Measuring the Structure, Composition, and Change of Underwater Environments with Large-area Imaging
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Published on: April 18, 2025

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CAP-UDF: Learning Unsigned Distance Functions Progressively From Raw Point Clouds With Consistency-Aware Field

Junsheng Zhou, Baorui Ma, Shujuan Li

    IEEE Transactions on Pattern Analysis and Machine Intelligence
    |April 22, 2024
    PubMed
    Summary
    This summary is machine-generated.

    This study introduces CAP-UDF, a novel method for surface reconstruction from point clouds. It learns consistency-aware unsigned distance functions (UDFs) to accurately represent open surfaces, improving 3D computer vision tasks.

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    Area of Science:

    • 3D Computer Vision
    • Geometric Deep Learning
    • Surface Reconstruction

    Background:

    • Current surface reconstruction methods often rely on signed distance functions, limiting them to closed surfaces.
    • Unsigned distance functions (UDFs) can represent open surfaces but struggle with smoothness due to point cloud discontinuities.
    • Existing UDF learning methods face challenges in producing smooth distance fields from raw point clouds.

    Purpose of the Study:

    • To propose CAP-UDF, a novel method for learning consistency-aware unsigned distance functions (UDFs) from raw point clouds.
    • To enable accurate reconstruction of both open and closed surfaces.
    • To improve the smoothness and accuracy of learned distance fields for point cloud data.

    Main Methods:

    • Learning consistency-aware UDFs by enforcing a field consistency constraint on query points.
    • Training a neural network to dynamically infer query-to-surface relationships for progressive surface estimation.
    • Utilizing a novel polygonization algorithm based on learned UDF gradients for surface extraction.

    Main Results:

    • CAP-UDF demonstrates significant improvements in surface reconstruction from various point cloud sources (raw, scans, depth maps).
    • The method achieves state-of-the-art performance compared to existing surface reconstruction techniques.
    • Extended experiments show competitive performance in unsupervised point normal estimation.

    Conclusions:

    • CAP-UDF effectively addresses the limitations of previous UDF-based surface reconstruction methods.
    • The proposed consistency-aware learning approach yields more accurate and smoother surface representations.
    • CAP-UDF offers a robust and versatile solution for 3D computer vision tasks involving point cloud surface reconstruction.