Abstract
The improvement in component service life and railway service reliability has been viewed from an environmental perspective. Delays and train accidents carry enormous costs and greenhouse gas (GHG) emissions potential due to the increased fuel burn and the need to replace heavy equipment prematurely. The use of higher-performance materials, more efficient vehicle design, and modern technology by Canadian railways to reduce service interruptions are presented. Their resulting cost savings not only can provide financial incentives for the continuous optimization of asset utilization but can also lead to significant contributions to the decarbonization of the railway industry. The authors have estimated a total reduction of 2.4 kt-CO2e per year in embodies carbon emissions due to life extensions of wheelsets compared to 2017 levels on a Class 1 railway. System-wide, the rail life extension has resulted in a saving of 8.1 kt-CO2e per year compared to 2017 for the same railway. Compared to 2004, the Canadian railway industry has achieved an annual reduction in embodied carbon emission of 6.7 Mt-CO2e from the reduction in mainline derailments.
Introduction
Decarbonization in the transport sector has become an increasingly visible topic in recent years. As jurisdictions around the world strive to achieve climate goals the railway, being one of the most efficient transportation modes, is playing an important role in the fight against climate change.
Despite the railway’s inherent efficiency, largely due to the low rolling resistance between the steel wheels and rails, technological improvements are still being made to further improve sustainability. In the European Union, significant research funding has been directed toward the further advancement of vehicle and electrification technology 1 and providing more attractive freight rail services to accelerate the transition of freight transport from road to rail. 2 Both energy reduction and the energy source for electrical power generation have been a focus in EU rail decarbonization,3,4 given the large percentage of electrification in the railway network compared to North America.
Alternative fuels and engine technology have made large strides recently, especially with a noticeable acceleration in the adoption of hydrogen fuel cells for trains running on unelectrified portions of the railway network. 5 Less than a decade has elapsed since the unveiling of the Alstom Coradia iLINT at InnoTrans 2016, 6 three major manufacturers are now offering hydrogen traction.7,8 Sales of these trainsets have now reached both the EU and the US. 9
In Canada, diesel-hauled freight trains using current technology have achieved a fuel efficiency of 223 revenue-tonne-km/L. Continued investments are being made in areas such as the development of hydrogen-powered locomotives suitable for heavy haul operations to further improve the sustainability of railway freight transport. 10
With a variety of activities to improve railway sustainability around the world being carried out, it is natural for topics such as alternative fuels, vehicle technology, and electrification to come to mind when mentioning decarbonization. As the title of this paper suggests, the authors would like to take a unique perspective on railway decarbonization, through the lenses of both operational and embodied carbon. Although safety and efficiency gains have always been viewed as great financial incentives for railway companies to continuously improve, they undoubtedly play a key role in creating a more sustainable and less carbon-intensive railway system.
Carbon Emissions from Freight Railways
The railway is a capital-intensive mode of transportation. Unlike many parts of the world, where railway infrastructure owners and train operators have clearly separate responsibilities, major North American railways are more integrated systems. Despite early government interventions and funding in the formation of both the Canadian National Railway (CN) and Canadian Pacific Railway (CP),11,12 today, both CN and CP, along with many other railway companies in North America, are responsible for building, maintaining, and operating their track and signaling infrastructure, locomotives, etc. It has always been in the financial interest of railway companies to increase the efficiency of train operations and prolong the service life of valuable assets that are essential in generating billions of dollars in revenue each year. 13 While these two specific actions are not typically framed under the notion of decarbonization, they make quantifiable contributions to decrease the carbon footprint (in terms of both emitted and embodied carbon) associated with railway transportation.
Freight Railway Operations
The Canadian freight railway network spans over 42,000 km of track. Freight trains accumulate over 100 million train-km carrying more than 300 million carloads annually.
13
CP and CN, whose networks are shown in Figure 1, handle over 95% of the Canadian annual tonne-kms and operate more than 75% of the railway tracks.
14
CP and CN railway networks.
The transport sector is the second largest source of greenhouse gas (GHG) emissions in Canada. In 2019, transport sector operations emitted a total of 185.5 Mt-CO2e. 15 Of which, 13.1 Mt-CO2e was emitted from freight transportation by air, marine, and railway. Although this number is low compared to Canada’s overall GHG emissions, reducing emissions wherever possible, even in systems which are already efficient, will still be important. There are hard-to-abate emissions that are difficult or entirely infeasible to eliminate, 16 but in the case of the railway industry, there is potential to further reduce emissions in areas which are not only possible but also provide financial incentives to the operators and infrastructure owners. Most of the Canadian railway network has a single main track. Delays experienced by one train can have significant downstream effects and increase unnecessary emissions.
Railway Equipment and Track
Canadian railways operate approximately 62,000 cars and 3800 locomotives. Many of these cars and locomotives are regularly interchanged with railways operating in the US and Mexico. Standardization in railway equipment, especially in cars, has enabled seamless traffic interchange.
Given the overwhelming number of four-axle cars compared to locomotives and other types of freight cars, the discussion in this paper will primarily be based on the conventional four-axle car. With some exceptions, almost all of the car’s mass is from carbon steel. General purpose cars typically have a total (gross) loaded mass of 130 t, and bulk commodity cars can have a total loaded mass of up to 143 t. The tare mass ranges from the order of 27–34 t, and the (net) mass of the commodity that the car is carrying is more than 3 times the (tare) mass of the car itself.
The construction of the track requires moving significant amounts of earth and rocks to form the roadbed and ballast. In addition, large structures of various construction materials, signal wires, fencing, culverts, and tunnels may be required depending on the geography of the railway line. Embedded in the ballast lays ties made with timber or concrete, which the rails are fastened to through fasteners and tie plates. Standard North American rail mass ranges from 56.7 to 69.8 kg/m, and the most common mainline rail is 67.4 kg/m. 17
Much research has been done on the emissions associated with urban and high-speed rail, 18 but there is a lack of data when it comes to estimating the embodied carbon emissions associated with North American freight railways. Recent estimates suggested that the construction of ballasted track emits 4.7 t-CO2e/km. 19 Although this figure included catenary wires which would not be the case on Canadian freight railways, the distance over which raw materials are shipped for construction in the UK would also be much shorter.
Data from the steel and automotive industries were examined to estimate the emission from rollingstock manufacturing. Steel production is a carbon-intensive process. The steel industry estimates that their production makes up 7%–9% of global GHG emissions. 20 Even with the most current methods, every tonne of steel produced leads to 1.85 t-CO2 emissions. It is also estimated that each automobile produced in the EU leads to 0.61 t-CO2e. 21 Assuming an average mass of 1.5 t for an automobile, the emissions associated with the production-to-raw-material ratio is 0.41 t-CO2e/t. Using the same ratio and acknowledging the much more diverse use of materials and processes in automotive manufacturing, the emissions from the manufacturing of a freight car can range from 12.3 to 55.5 t-CO2e using a nominal tare of 30 t.
The Link to Decarbonization
Improving the reliability and service life of assets has always been a focus for railway companies. The expense of replacing rollingstock and track provides a great financial incentive for companies to innovate and develop better materials and practices. Based on the emissions from the construction of components and railway infrastructure, there is also a clear environmental incentive to prolong equipment life and reduce service interruptions.
The most cost-intensive railway components are the wheelsets and rails, which require frequent replacements. The case for longer wheel and rail life is an obvious one, both financially and environmentally.
From the emissions perspective, the incentive for reducing service interruptions is less obvious. The term service interruption encompasses all delays, including unplanned train stops caused by reasons internal and external to the railway system. Especially on a single-track railway network, any delay experienced by a train can have a significant downstream impact. Common delay causes related to car components include overheated bearings, wheels (due to sticking brake), and high-impact wheels, all of which could result in unplanned train stops so that the defective cars could be removed from the train. In addition to the extra fuel burn for the affected train, idle time is increased for the following and opposing trains, leading to further increases in emissions.
In the most severe case, derailments lead to the need to replace both rollingstock and track, causing significant delays. A reduction in derailment would, therefore, reduce both cost and emissions.
Longer Life and Fewer Stops
Prolonging the service life of railcar components has the mutual benefits of lowering costs to the railway and reducing carbon emissions. Some of the most visible efforts in attempting to prolong car component life lie in the development of better steel and maintenance practices.
It is commonly accepted that wheel and rail life does not extend from increasing material hardness alone. In many cases, wear helps remove the microcracks forming at the material surface, preventing them from propagating and creating more severe defects. 22 The material strength and hardness and maintenance practices need to strike a balance in optimizing the life of railway assets. With the right maintenance, it has been shown that stronger steel leads to more satisfactory results in wheel and rail life. Advances in maintenance practices have included optimization of transverse wheel and rail profiles, advances in rail grinding, and more recently milling, to restore target profiles and remove surface damage including rolling contact fatigue.23–26 Another major development in this respect has been the widespread use of wheel-rail friction management, including both gauge face (GF)/wheel flange lubrication and top-of-rail (TOR)/wheel tread friction modification.27–30
Wheel Service Life Improvement
North American freight railways use wrought and cast carbon steel wheels. For cars, the Association of American Railroads (AAR) Class B, C or D wheels must be used. 35
From 2016 to 2022 YTD, over 30,000 wheelsets were replaced by Golden, BC, the primary shop for CP’s coal fleet running from the mines in the Rockies to the port of Vancouver. More than 50% were due to high-impact wheel defects, which occur when the running surface or tread of the wheel was shelled excessively out of round. Both scenarios result in the increase of vertical force applied to the rail from the wheel (over 400 kN from a single wheel), which increases fatigue to infrastructure as well as the risk of fracture. Heavy and prolonged brake application due to mountain grades is a major contributing factor to wheel shelling, an example of which is shown in Figure 2. Left: example of a heavily shelled wheel. Right: clean wheel tread.
Class C wheels are the most common for Canadian cars today. Class D wheels were designed to have superior resistance to tread damage without compromising other performance characteristics.
35
A field study to evaluate and compare the performance of Class C and D wheels ran from 2013 to 2018 in the CP coal fleet. During the study, data on wheel survival rate, wheel profile measurements, failure mode, surface condition and mileage were collated. The Class D wheels were found to have higher wear and fracture resistance when compared to their Class C counterparts. By 2018, approximately 60% of the Class C wheels had failed due to high impact, compared to less than 10% of the Class D wheels. High flange was the main cause of Class D wheel removal. The study showed that Class D outlived Class C by over twice as long, with the 50% rejection life of the Class D wheels at 966,000 km versus Class C at 418,000 km. The total number of wheelset removals in Golden as the adoption of Class D wheels increases is shown in Figure 3. The number of wheelsets replaced by year in Golden car shop and equivalent track-km replaced system-wide from 2017 to 2021 on CP.
Improvements in truck design has historically played a role in the decreasing trend in wheel replacements. 36 The majority of CP’s coal fleet was equipped with trucks with similar performance to the latest performance standard introduced in 2002. 37 There has been no major update to the standard, and maintenance practices can have a significant impact on the in-service truck performance, 38 improvements in both truck design and maintenance can lead to further improvements in wheel life.
Rail Service Life Improvement
Rails on curves typically experience much higher wear than on tangent tracks due to flange contact. Both the gauge (side) and head (vertical) wear are present on the high rail, while the wear on the low rail is primarily head wear. Rail replacement programs at CP are predominantly targeted in curves and are referred to as “curve patching.” Rail programs are capital intensive with more than half of the cost in steel materials in the form of rails and tie plates. Ideal track renewal cycles include the replacement of rails on tangent tracks every 30 years or longer and curve patching every 2–15 years, depending on curvature.
Since the early 2000s, CP has developed a research-based process of friction management combined with regular rail grinding in Western Canada, where the majority of sharp curves are located.
39
The key implementations include: • Large-scale adoption of wayside friction modifiers to ensure the effective application and control of GF and TOR lubrication. • Remote performance monitoring of application systems. • System maintenance, management, and filling. • Performance verification to ensure that expected results are being achieved. • A single high-speed grinding pass 4 times a year.
On curves, the implementation of the frictional management system saw a fuel saving of approximately 40% and a decrease of head wear by 50% and virtually eliminated low rail gauge wear compared to prior data. As a result of continuing to adopt premium rails, the system rail replacement track-km continued to trend down, as shown in Figure 3.
One of the concerns that are often raised amongst railway practitioners and researchers is that an increase in the hardness of one partner in the wheel-rail system will lead directly to an increase in the wear of the other. Recent meta-studies of research in this area have indicated that while care does need to be taken in maintaining profiles as harness increases, there is not a direct or causal relationship that links an increase in the hardness of one partner to an increase in wear of the other.40,41 While a causal study of the uptick in rail replacement in 2020 has not been done, aging infrastructure, improving inspection techniques, and shortened inspection periods can all contribute to an increase in rail replacement.
Rolling Stock Design
Cars build since the 1970s have a life of 50 years in interchange service, 42 and their design continues to evolve throughout the years to become more efficient. Examples of these improvements can be shown using coal and grain cars. Together, coal and grain represent approximately 10% of Canadian railway freight by tonnage. 43
Coal car bodies have a bathtub-shaped design to maximize space efficiency and, therefore, capacity. Aluminum cars are rare in the general fleet, but newer coal cars have been built exclusively with aluminum car bodies, which lead to a drastic reduction in tare mass.
Most grain hoppers are still of steel construction, however, as design and manufacturing techniques improved, their capacity-to-tare ratio has also improved. Newer grain cars are shorter, with higher capacity, so more cars can be processed within the same physical confines of the existing facilities. The current CP grain hopper fleet consists of cars with three distinctive designs from the 1970s, 1990s, and 2010s. The car design has become more efficient with each iteration. As shown in Figure 4, compared to older designs, aluminum coal cars now carry 28% more mass per unit of car mass and grain cars 17% more. The evolution of the efficiency of coal and grain car designs. Blue and gray lines are capacity-to-tare ratios, yellow and orange lines are capacity-to-length ratios.
Technology
Most of the Canadian railway network is on a single track through remote territories. A delay or service interruption of one train en route will cascade, affecting other trains, work blocks, equipment and staffing for the area. Several technologies are used to reduce service interruptions and serious incidents. Primarily, an expansive automated wayside detector network is used to capture relevant train data en route, improving the safety and efficiency of operations.
Undetected bearing and wheel defects can lead to catastrophic consequences such as multi-car derailments. For this reason, much of the development in wayside technology has been directed at capturing faults in these components. Examples include bearing and wheel temperature, wheel impact force, bearing acoustics, and visual inspections using camera-based systems. Data from the wayside network are fed into a central database and safety and mechanical defects are subsequently detected using proprietary algorithms.
Bearing Defect Detection
Hot bearing detection technology is the oldest and most prolific type used by modern railways, with most North American railways having one every 20–40 km. The worst-case scenario of an overheated bearing is a burn-off leading to derailment. In recent years, railways have introduced trending algorithms to find warm bearings over several detectors so they can be acted upon before complete failure. Additionally, acoustic bearing detection technology has been used to predict and plan for failure up to months in advance.
Bearing trending algorithms have been continuously improved over time to realize high accuracy to achieve the maximum balance between safety and efficiency and reduce unplanned train stops due to bearing defects. Each defective bearing identified by technology is disassembled by CP to determine the failure mode according to industry standards. 44 This validation process provides a direct feedback loop to the efficacy of each algorithm and the verification rate has increased from 50% to over 90% from 2002 to 2020.
Wheel Inspection
Wheel removal is based on the industry limits on flange height, flange thickness, rim thickness, and tread hollow. 45 Monitoring the condition of the wheel running surface as well as trending wear is vital to the fleet’s health and safety. Excessive wear and fracture pose significant risks to train operations. The former creates poor wheel-rail contact potential leading to high-risk train-track dynamics. The latter, a fracture, typically propagates quickly once visible leading to a shattered wheel and derailments.
Wheel impact load detectors (WILD) are used extensively in North America to determine if a wheel is out of round or has running surface defects leading to higher impact force on the rail. While there is an industry-established limit of 400 kN for impact force, it is left to the discretion of individual railways as to what constitutes a need for immediate wheel removal. 45 At CP, efforts have been made to develop trending algorithms to predict the remaining wheelset life until removal is required using WILD data. These predictive algorithms allow for more informed planning of train stops and set-off locations for cars in terminals. The wheel life algorithms have reduced unplanned train stops due to high-impact wheels by up to 30% since their introduction.
Wheel profile detectors (WPD) measure the profile geometry of a wheel while the train is in motion. The measured profiles are processed to determine if any of the standard gauging dimensions have reached the industry condemning limit. 45 Processes have been implanted at CP to automatically validate the measured profiles and reduce the number of false positives. Wheel wear and life forecasting are done using WPD data to plan for optimal windows in which to replace defective wheelsets. The joint effects of the WILD and WPD have contributed to the in-advance detection of potential wheelset defects to ensure that plans are in place to remove cars in terminals for wheelset repairs rather than having unplanned stops en route.
Train Inspection Portal System
Recent years have seen the rise of camera-based inspection technologies on North American railways. Variations exist but a typical system is comprised of a suite of cameras, targeted at key car components, such as the Train Inspection Portal System (TIPS), shown in Figure 5. Technology-driven train inspection, a move towards automation and a machine learning-based approach to mechanical inspections of cars, is at the forefront. Automation has multiple benefits for the railways if it can be achieved in whole or in part. The two principal areas that are beneficial to railway operations are regulatory relief and efficiency. CP train inspection portal system (TIPS).
Transport Canada rules require a mechanical inspection at designated terminals for each train. 46 The inspection is performed by qualified mechanics while walking the length of a stationary train and takes 2 h on average. The advantages of technology over manual inspections are the ability effectively target areas that are difficult to see for the inspectors and the reduction of train dwell since the TIPS is designed to inspect a train while it is in motion.
In 2020, CP was the first railway in North America to receive regulatory relief which allowed the use of TIPS to perform Remote Safety Inspections (RSI) to unit potash trains instead of using qualified inspectors. In general, the camera-based inspection process has increased the number of defects found and allowed the mechanics more time to work in the shop. Since the implementation of the RSI process, there have been no derailments of the applicable potash trains due to mechanical causes.
Rail Inspection
The largest operating costs of a railway are fuel and rail. Rail integrity is critical to moving freight through any rail network. Surface condition and wear in rail are important to monitor as they play a key role in vehicle dynamics of trains passing over. This can be complicated by the thousands of kilometres of rail requiring regular inspections in remote areas. Additionally, Canadian railways experience significant trials in terms of environmental conditions, where the rail must withstand both extreme cold and heat based on seasonal cycles. Rapid cooling in the winter causes the rail to contract and become brittle, leading to pull-apart fractures. Excessive heat in the summer can lead to track buckle. Rail must be designed to withstand both extremes.
There are several technologies employed today to inspect rail, examples of which are autonomous track geometry measurement cars, ultrasonics, eddy current, rolling contact fatigue, surface condition monitoring, and broken rail detection. Most of these technologies are installed on instrumented cars or fleet vehicles to facilitate inspections of large territories. Others, such as broken rail detection are placed wayside at regular intervals in the non-signalled territory to alert trains of the danger of detected gaps in the rail. Most recently, CP has applied operating instructions based on ambient temperature and track characteristics to determine if there is a high risk of track buckling in warmer months for heavy trains.
Emission Reduction
The financial incentives for prolonging component life and reducing train delays have long been clear, and their impact on reducing carbon emissions should not be ignored. These emissions are quantified, albeit very roughly, from the available data for CP unit coal trains and system-wide track replacement in recent years.
Rolling Stock
Two examples of rollingstock improvements have been discussed, namely, more efficient car design and longer wheel life. While the overall coal cars remained similar since the introduction of aluminum design in the early 2000s, the number of wheelset replacements at CP trended downward as more Class D wheels were used in unit coal train service.
Data from Figure 3 showed that compared to the height of 6000 wheelset replacements in 2017, 2021 saw a reduction of approximately 2600 wheelsets. They represent approximately 2.4 kt-CO2e of embodied emissions from the casting process, 47 based on an estimated wheelset mass of 1400 kg.
Track
There has been a moderate reduction in rail replacement on CP in recent years. Compared to 2017, 93 fewer track-km were replaced in 2021. Unlike newly constructed tracks, the average emissions for track maintenance from data compiled by Krezo et al. are 1.2 t-CO2e/1000 km. 48 As is with wheels, using an average of embodied emissions from the casting process of 0.65 t-CO2e/t. 47 The replacement of 93 km of tracks using 67.4 kg/m rails leads to an estimated 8.1 kt-CO2e emissions.
Service Interruption
Fuel consumption data from CP unit coal trains in April 2022 from three subdivisions were analyzed. A total of 661 min of delays were accrued, resulting in additional fuel consumption of 1200 L.
At the same rate, an additional 14,400 L of diesel fuel can be consumed over a year which is solely due to service interruptions. Using an estimate of 2.7 kg-CO2/L from diesel engine emissions, a total of 39 t-CO2 reduction can be further achieved from unit coal trains alone on CP if service interruptions are eliminated.
Derailment Trends
Derailment is the most severe form of service interruption and can cause major damage and cascading delays to many trains. The reduction of derailments in both number and severity would impact the railway’s emissions significantly. Over the last almost two decades, the railway industry in Canada successfully brought the number of mainline derailments from the order of 200 per year to less than 100, while the volume of freight increased.49,50 The derailment and freight volume data are shown in Figure 6. From the replacement of derailed rollingstock alone, a reduction from 4000 to 1000 per year represents a reduction of over 6.7 Mt-CO2e using the emissions estimates presented. Significantly more emissions would also be produced in association with the replacement of the lost shipment and their transportation. The achievement of zero rollingstock loss from derailment represents a potential further reduction of 2.2 Mt-CO2e per year. Derailment and freight volume trend in Canada.
From 2019 to 2022 YTD, mainline derailments across the CP network contributed to over 2100 h of system-wide delays. These delays represent an average of 540 h/year. Using the average fuel consumption for coal trains, which is 1.82 L/min, mainline derailments at their current level cause an increase in diesel consumption of 59,000 L. From locomotive emissions alone, 159 t-CO2 per year in potential emissions could be eliminated by further reducing the occurrence of mainline derailments.
Discussion
Limitations of the Analysis
Many CO2e calculations presented are based on data from European research, mainly due to the lack of North American data on embodied emissions. However, railway companies do offer shippers calculators for their carbon emissions from transportation, although the calculation methods and granularity of input data required differ significantly.51–53 Assumptions have also been made using train services where data are readily available but are generally applicable to railway operations with similar geographical and traffic patterns to the train services presented. It is important to acknowledge that there are limitations in validity when extrapolating to other railway systems, especially those whose infrastructure, equipment, and management systems differ significantly.
The manufacturing of interchangeable freight railway equipment is entirely domestic in Canada, US, and Mexico. As a result, the emissions associated with transporting finished equipment to the owner are neglected in the analysis presented here. Since freight cars typically do not travel loaded in both directions, the emissions associated with the transportation of equipment would only contribute to a minor percentage of the emissions during their service life.
Ongoing Challenges
Some of the biggest challenges in further improvement in wheel and rail life are around winter operations and the increasingly large seasonal temperature fluctuations. Recent years saw temperature swings from −40 to 40°C between winter and summer, making the operating environment harsher for both equipment and infrastructure.
Data quality presents another challenge in the accurate recording of incidents. When service interruption data are not recorded by automated wayside detectors, the information is often handwritten first, and errors can easily occur when transcribed into a database. Wayside detector data are more reliable but are not without problems. Wayside detection is reliant on train matching, which can be caused by late or inconsistent train consist entries. False readings and car-mismatching could mislead data algorithms and fail to prevent potential service interruptions. While onboard monitoring can overcome the limits on the effectiveness of wayside systems due to their finite number and discrete locations, the lack of a power source on freight cars and complexities in practical implementation present significant challenges, that onboard systems will have to overcome.
Railways continue to operate longer trains to optimize crew and asset utilization. Operating mixed-long trains pose unique challenges due to the difference in weight and length between cars on the train. The placement of remote-controlled locomotives and cars becomes crucial to control in-train forces and minimize derailment risk. As train length continues to grow, existing train marshalling rules may become less effective at preventing train make-up-related accidents. 54
With wider adoption of technology and further research, railways can overcome the challenges and achieve further reduction in service interruption, associated costs, and environmental impact.
Conclusion
While challenges remain, railways have been successful in prolonging the service life of essential assets and in reducing service interruptions, including derailments, through higher-performance materials, more efficient car design, and modern technology. The improvement of reliability and safety in railway operations not only leads to reduced cost and better service and asset utilization but there is also a clear environmental benefit and helps advance the decarbonization efforts in the Canadian railway sector.
Using data from a CP mechanical shop, the authors have estimated a total reduction of 2.4 kt-CO2e per year in embodied carbon emissions due to life extensions of wheelsets compared to 2017 levels. System-wide, the rail life extension has resulted in a saving of 8.1 kt-CO2e per year compared to 2017. Specific improvements include the wider adoption of premium wheel and rail steel in conjunction with wayside detection systems and algorithms, rail grinding, and friction management systems. Compared to 2004, the Canadian railway industry has achieved an annual reduction in embodied carbon emissions of 6.7 Mt-CO2e from the reduction in mainline derailments, with a potential further savings of 2.2 Mt-CO2e embodied emission and 159 t-CO2 operational emissions by working towards eliminating mainline derailments.
Footnotes
Declaration of Conflicting Interests
The author(s) declared no potential conflicts of interest with respect to the research, authorship, and/or publication of this article.
Funding
The author(s) received no financial support for the research, authorship, and/or publication of this article.
