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Laser Scanner-Based Hyperboloid Cooling Tower Geometry Inspection: Thickness and Deformation Mapping
Maria Makuch1, Pelagia Gawronek1, Bartosz Mitka2
1Department of Land Surveying, University of Agriculture in Krakow, 31-120 Krakow, Poland.
Sensors (Basel, Switzerland)
|September 28, 2024
Summary
This study introduces terrestrial laser scanning for assessing hyperboloid cooling tower geometry, including shell thickness. The method ensures structural safety and durability for these large industrial power plant components.
Area of Science:
- Structural Engineering
- Geomatics
- Industrial Asset Monitoring
Background:
- Hyperboloid cooling towers are critical, large-scale industrial structures requiring robust geometric integrity for safe operation.
- Traditional geometric assessments often overlook crucial parameters like shell thickness, potentially compromising durability assessments.
- Ensuring the structural health of these aging power plant components necessitates advanced monitoring techniques.
Purpose of the Study:
- To present an original methodology for comprehensive geometric condition assessment of hyperboloid cooling towers using terrestrial laser scanning.
- To incorporate the measurement of internal shell thickness, a parameter typically disregarded in geometric evaluations.
- To validate the proposed method through real-world application on a fifty-year-old operational structure.
Main Methods:
- Terrestrial laser scanning (TLS) to capture high-density point clouds of the cooling tower's internal and external surfaces.
- Utilizing the M3C2 algorithm to estimate the distance between internal and external point clouds for accurate shell thickness determination.
- Innovative analysis of radial deviation distributions to detect shell ovalisation and verification of structural verticality.
Main Results:
- The study successfully determined the actual reinforced-concrete shell thickness and identified geometric imperfections ranging from -0.125 m to +0.136 m.
- A permanent tilt of the tower's axis to the northeast was detected, alongside signs of shell ovalisation.
- No significant advancing deformation of the hyperboloid shell was observed over a two-year monitoring period, indicating stability.
Conclusions:
- The proposed TLS-based methodology offers an end-to-end solution for the geometric assessment of hyperboloid cooling towers, meeting industry standards.
- Incorporating internal measurements and advanced algorithms provides a more accurate and complete understanding of structural condition and durability.
- The findings are crucial for ensuring the continued safe service and effective maintenance planning of aging hyperboloid cooling tower infrastructure.

