
Services
Railway Monitoring
Sensors


Rail Viaduct Real-Time & Long-Term Monitoring
PROJECT OVERVIEW
This case study is a pioneering project led by Professor Hannes Grabe, Head of the Department and Chair of Railway Engineering at the University of Pretoria. The article showcases the application of Move Solutions’ advanced technology for the real-time and long-term monitoring of a railway viaduct in Pretoria, South Africa.



THE NEED FOR ADVANCED MONITORING IN SOUTH AFRICA
The railway sector in South Africa is on the cusp of a transformative era, with Transnet objectives and government investments bolstering its development. The University of Pretoria, in collaboration with key industry stakeholders, is pioneering Railway Engineering advancements in Africa. Embracing the Fourth Industrial Revolution (4IR) technologies, the University is developing its Engineering 4.0 campus, focusing on Transportation and Railway Engineering.
MONITORING OBJECTIVES
The main goal was to monitor deflection and acceleration responses on the viaduct for effective maintenance planning and performance management. By choosing the track transition from an embankment to a viaduct and a nearby control site, the project aimed to establish a comparative analysis of train dynamics and track response at these adjacent locations.
SOLUTION IMPLEMENTATION
To comprehensively monitor the bridge’s movement, Move Solutions installed:
- Dynamic Displacement Sensors, for vertical sleeper deflection and vertical deflection of the viaduct;
- Accelerometers, measuring the sleeper acceleration.
These sensors, leveraging LoRaWAN communication, transmit data to Move Solutions IoT Platform, ensuring continuous and reliable monitoring. The system employs advanced diagnostic tools like Frequency Domain Decomposition, Displacement Density Probability function, and Fast Fourier Transform. Alarm triggers are set for deflection exceedances (sleeper/bridge/rail deflection), temperature exceedances (indicative of rail kickouts or breaks), acceleration exceedances (from rolling stock), door status, and security breaches.
PROJECT OUTCOMES
Since the baseline date in July 2022, the system has been functioning exceptionally, providing over a year’s worth of valuable data. Key findings include:
- a clear correlation between temperature and deflection on an event scale;
- a long-term downward trend in vertical deflections and accelerations;
- real-time monitoring with reliable LoRaWAN communication and specialized trending has proven crucial in maintenance planning and infrastructure health assessment.
This project demonstrates the efficacy and the need of advanced monitoring technologies in the rail industry, paving the way for smarter, safer, and more efficient railway systems.
Other case studies
Bridge Monitoring
Wireless Monitoring of the Zambeccari Bridge in Tuscany
The Zambeccari bridge in Pontremoli was built in the early 1900s on the Verde stream. It is a reinforced concrete bridge developed on two spans of the same length. In May 2020, the closure to both vehicular and pedestrian traffic is ordered for structural checks. The objective of the temporary closure of the structure is to clarify the state of health of the bridge and its structural degradation. After verifying the state of the Zambeccari bridge by the Vega Engineering Company, the structure was reopened with a reduced carriageway. Vega has prepared, with the approval of the municipality, the insertion of a continuous and remote structural monitoring system.
Pontremoli, Tuscany, Italy
Bridge Monitoring
Dynamic Monitoring of the Vespucci Bridge in Florence
The Vespucci bridge is one of the central bridges of Florence that allows you to join the San Frediano district to the rest of the city, separated by the Arno river. It is a structure in c.a.p. arch divided into 3 spans, with an overall length of 162m. Designed by Riccardo Morandi and built between 1954-1957, suffers from deterioration of the concrete, like many works of the time. This deterioration has affected the two piers even more markedly, especially the one on the left (San Frediano side) due to the erosion of the riverbed by the currents of the Arno river. This structural deterioration required continuous monitoring and safety works.
Florence, Italy
Bridge Monitoring
Tilt and Vibration Monitoring of a Railway Bridge
The bridge located on the Scrivia river, one of the arteries of the homonymous valley, is a structure all about 160 meters long and is divided into 7 spans with lowered arches, in reinforced concrete. Built-in the early 1900s, it served as a road and rail bridge for years. In 1980 the extension of the bridge over the Scrivia (structure in reinforced concrete with slab and beams) was carried out and also a shift of the railway network to its own site, thus splitting the two uses. To monitor the health of the bridge, a wireless sensor network was installed consisting of DECK to monitor displacement and Triaxial Tiltmeter to monitor the inclination of the […]
Casella, Genoa, Italy
Historic Buildings Monitoring
Monitoring a Historic Windmill Undergoing Repair Works
At the beginning of 2022, the SPAB and their Mills Section started a repair project at Kibworth Harcourt Mill, an outstanding historic post mill at Kibworth Harcourt in Leicestershire. Most of its structure dates back to 1711 or earlier and its interior is covered with graffiti of millers who worked there in the past. It is a Grade II listed building and a Scheduled Ancient Monument. Kibworth Mill is the last survivor out of the 211 post mills in Leicestershire, which makes it an important part of local and national milling heritage.
Leicestershire, UK