Felix Schmid
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Research Subjects
Felix Schmid has a total of 99 co-authors. Here are the top co-authors by number of shared publications:
- Clive Roberts
Durham University
20 shared publications - Fausto Pedro García Márquez
Universidad Castilla-La Mancha
5 shared publications X Xue
School of Computing and Mathematical Sciences, University of Greenwich, London, UK
5 shared publicationsC.J. Goodman
Com.pub2web.rdf.cci.facet.ContentItem[id=http://iet.metastore.ingenta.com/content/conferences/10.1049/cp.2014.1430-af1,webId=/content/conferences/10.1049/cp.2014.1430-af1,properties={vcard_country-name=UK, vcard_organisation-name=Birmingham Centre for Railway Res. & Educ., Univ. of Birmingham, Birmingham}
4 shared publications- Ahmad Mirabadi
School of Railway Engineering, Iran University of Science and Technology, Tehran, Iran
3 shared publications Lei Chen
School of Electronic, Electrical and Computer Engineering, University of Birmingham, Birmingham, U.K.
3 shared publications
Latest Publications
- Open Access
- 29 May 2026
- Published by Elsevier in SSRN Electronic Journal
Deep learning approach for real-time flood forecasting considering critical infrastructure failure: A case study for stormwater pumps
Accurate real-time flood forecasting under critical infrastructure failure remains a challenge in urban flood risk management. This study presents a real-time data-driven forecast system for spatiotemporal prediction of flood inundation resulting from stormwater pump station failures in a polder-type urban catchment in the Ruhr region, Germany. A Convolutional Neural Network (CNN) based on a feature-informed residual network is developed to surrogate a 1D/2D coupled hydrodynamic model, enabling rapid and dynamic prediction of maximum water depths across all significant pump failure scenarios for the next 24 hours. To accommodate long-duration events exceeding the prediction window and to avoid the error accumulation in autoregressive architectures, a computationally efficient dynamic windowing approach with a time step of 6 h is implemented, integrating accumulated rainfall and discharge as temporal memory. Sub-classified probabilistic flood maps (PFMs) are subsequently derived through a likelihood-weighted approach, combining scenario-specific predictions with pump failure probabilities estimated via a Bayesian network. Evaluated on 56 test events representing long-term measurements, synthetic design storms, and disaggregated climate scenarios, the model achieves mean RMSE values between 0.02 m and 0.04 m and Critical Success Index values consistently exceeding 0.95 across all failure scenarios. The proposed framework enables operational real-time assessment of spatially distributed flood hazard under pump failure conditions, supporting targeted emergency response and flood risk management decisions.
- 29 May 2026
- Published by Elsevier in SSRN Electronic Journal
Open AccessDeep learning approach for real-time flood forecasting considering critical infrastructure failure: A case study for stormwater pumps
Accurate real-time flood forecasting under critical infrastructure failure remains a challenge in urban flood risk management. This study presents a real-time data-driven forecast system for spatiotemporal prediction of flood inundation resulting from stormwater pump station failures in a polder-type urban catchment in the Ruhr region, Germany. A Convolutional Neural Network (CNN) based on a feature-informed residual network is developed to surrogate a 1D/2D coupled hydrodynamic model, enabling rapid and dynamic prediction of maximum water depths across all significant pump failure scenarios for the next 24 hours. To accommodate long-duration events exceeding the prediction window and to avoid the error accumulation in autoregressive architectures, a computationally efficient dynamic windowing approach with a time step of 6 h is implemented, integrating accumulated rainfall and discharge as temporal memory. Sub-classified probabilistic flood maps (PFMs) are subsequently derived through a likelihood-weighted approach, combining scenario-specific predictions with pump failure probabilities estimated via a Bayesian network. Evaluated on 56 test events representing long-term measurements, synthetic design storms, and disaggregated climate scenarios, the model achieves mean RMSE values between 0.02 m and 0.04 m and Critical Success Index values consistently exceeding 0.95 across all failure scenarios. The proposed framework enables operational real-time assessment of spatially distributed flood hazard under pump failure conditions, supporting targeted emergency response and flood risk management decisions.
- 29 July 2023
- Published by Elsevier in Materials Science and Engineering: B
- Vol. 297, 116770
Fabrication of porous polymeric-based scaffold for dental tissue repair in fracture healing: RVE simulation and ANN optimization
- 29 July 2023
- Published by Elsevier in Materials Science and Engineering: B
- Vol. 297, 116770
Fabrication of porous polymeric-based scaffold for dental tissue repair in fracture healing: RVE simulation and ANN optimization
- Open Access
- 3 July 2023
- Published by Taylor & Francis in Safety and Reliability
- Vol. 42 (2-3) , 60-100
State-of-the-art in managing reliability in mega railway projects. A systematic literature review
- 3 July 2023
- Published by Taylor & Francis in Safety and Reliability
- Vol. 42 (2-3) , 60-100
Open AccessState-of-the-art in managing reliability in mega railway projects. A systematic literature review
- Open Access
- 1 January 2022
- Published by Research Publishing Services
- p. 7-11
CODILE - COLLABORATIVE DIGITAL LEARNING
- 1 January 2022
- Published by Research Publishing Services
- p. 7-11
Open AccessCODILE - COLLABORATIVE DIGITAL LEARNING
- Open Access
- 8 July 2021
- Published by MDPI AG in Future Transportation
- Vol. 1 (2) , 154-168
Using Radical Innovation to Overcome Utility Trade-Offs in Urban Rail Systems in Megalopoleis
Urban mobility is increasingly becoming accepted as a basic human need, as socio-economic opportunities depend on the ability to reach places within an acceptable time. Conversely, the emergence of megalopoleis as dominant features of the global landscape has increased commuting effort to unprecedented levels, due to the ever expanding urban areas and the associated travel distances. This now poses a risk to the efficient accessibility of cities, but there is an assumption that the problem can be overcome by increasing the speed of transport systems. However, advocates of this approach overlook important utility trade-offs that arise from the conflict between greater vehicle speeds and the additional time required to access the services. In this paper, we investigate this approach and show that higher speeds in metro systems do not always result in faster travel in cities. We then propose a new approach to addressing the problem, which culminates in a solution that can overcome the current paradoxes and increase door-to-door speeds more effectively. The resulting operational concept optimizes speed and coverage in urban rail systems in megalopoleis, accommodating the longer trips within time budgets. We position this research as a starting point to a new perspective on developing complex urban systems in the future.
- 8 July 2021
- Published by MDPI AG in Future Transportation
- Vol. 1 (2) , 154-168
Open AccessUsing Radical Innovation to Overcome Utility Trade-Offs in Urban Rail Systems in Megalopoleis
Urban mobility is increasingly becoming accepted as a basic human need, as socio-economic opportunities depend on the ability to reach places within an acceptable time. Conversely, the emergence of megalopoleis as dominant features of the global landscape has increased commuting effort to unprecedented levels, due to the ever expanding urban areas and the associated travel distances. This now poses a risk to the efficient accessibility of cities, but there is an assumption that the problem can be overcome by increasing the speed of transport systems. However, advocates of this approach overlook important utility trade-offs that arise from the conflict between greater vehicle speeds and the additional time required to access the services. In this paper, we investigate this approach and show that higher speeds in metro systems do not always result in faster travel in cities. We then propose a new approach to addressing the problem, which culminates in a solution that can overcome the current paradoxes and increase door-to-door speeds more effectively. The resulting operational concept optimizes speed and coverage in urban rail systems in megalopoleis, accommodating the longer trips within time budgets. We position this research as a starting point to a new perspective on developing complex urban systems in the future.
- 1 September 2019
- Published by Elsevier in Reliability Engineering & System Safety
- Vol. 189, 218-231
Understanding railway operational accidents using network theory
- 1 September 2019
- Published by Elsevier in Reliability Engineering & System Safety
- Vol. 189, 218-231
Understanding railway operational accidents using network theory
- 1 December 2018
- Published by Institute of Electrical and Electronics Engineers (IEEE)
- p. 1-5
Optimised Headway Distance Moving Block with Capacity Analysis
The railway control system is designed to act as a safety system that prevents collisions between trains and that maximises the utilisation of the rail network. Different signalling systems are widely used to achieve safety, but to achieve higher capacity, these existing systems may have to be updated or replaced in the future. Combining moving block and aspects of relative distance braking, a novel signalling system is proposed in this paper. The simulation shows that the novel concept has an excellent capacity outcome. The safety risk is also discussed to ensure its feasibility.
- 1 December 2018
- Published by Institute of Electrical and Electronics Engineers (IEEE)
- p. 1-5
Optimised Headway Distance Moving Block with Capacity Analysis
The railway control system is designed to act as a safety system that prevents collisions between trains and that maximises the utilisation of the rail network. Different signalling systems are widely used to achieve safety, but to achieve higher capacity, these existing systems may have to be updated or replaced in the future. Combining moving block and aspects of relative distance braking, a novel signalling system is proposed in this paper. The simulation shows that the novel concept has an excellent capacity outcome. The safety risk is also discussed to ensure its feasibility.
- 18 April 2018
- Published by ASME International
Modelling the Relationship(s) Between Safety and Operational Performance
Models have the ability to represent a specific viewpoint of situations or circumstances in the real world. This paper facilitates the understanding of the relationship between railway safety and operational performance by providing an overview of performance models and presenting a model framework that incorporates both elements of safety and operational performance in the rail industry. This framework, if further developed into a working model with complex equations will facilitate decision making by governments and stakeholders in the daily operations and investments of railways.
- 18 April 2018
- Published by ASME International
Modelling the Relationship(s) Between Safety and Operational Performance
Models have the ability to represent a specific viewpoint of situations or circumstances in the real world. This paper facilitates the understanding of the relationship between railway safety and operational performance by providing an overview of performance models and presenting a model framework that incorporates both elements of safety and operational performance in the rail industry. This framework, if further developed into a working model with complex equations will facilitate decision making by governments and stakeholders in the daily operations and investments of railways.
- 1 January 2018
- Published by Institution of Engineering and Technology (IET)
Effects of platform screen doors on the overall railway system
Platform screen doors (PSD) are the sliding barrier doors installed at the edges of station platforms in many modern metro stations and occasionally on heavy rail systems. They serve many functions among which are the suicide prevention, optimisation of station energy consumption and safety, particularly by shielding passengers from gaining access to the rail tracks. PSD can prolong dwell time, increase the danger of mantrap and can extend emergency evacuation periods, among others. These pave way for the existence of PSD to have both positive and negative effects on the railway system. This research identified the benefits that could be derived from installing PSD at train stations and the drawbacks associated with its presence, with a view of evaluating the overall effects that the PSD has on the railway system. Upon identification of both factors, a causal loop diagram (CLD) has been developed to enable a pictorial demonstration of the various PSD effects, their systematic interrelations, the polarity of effects, and how they combine to affect the entire railway system. The conclusion reached in the present study was that PSD as a system can have significant impact on many aspects of the railway such as delays, capacity, safety, platform climate control, energy consumption, air quality and so on. But there are no studies that attempt to combine them all into an overall evaluation.
- 1 January 2018
- Published by Institution of Engineering and Technology (IET)
Effects of platform screen doors on the overall railway system
Platform screen doors (PSD) are the sliding barrier doors installed at the edges of station platforms in many modern metro stations and occasionally on heavy rail systems. They serve many functions among which are the suicide prevention, optimisation of station energy consumption and safety, particularly by shielding passengers from gaining access to the rail tracks. PSD can prolong dwell time, increase the danger of mantrap and can extend emergency evacuation periods, among others. These pave way for the existence of PSD to have both positive and negative effects on the railway system. This research identified the benefits that could be derived from installing PSD at train stations and the drawbacks associated with its presence, with a view of evaluating the overall effects that the PSD has on the railway system. Upon identification of both factors, a causal loop diagram (CLD) has been developed to enable a pictorial demonstration of the various PSD effects, their systematic interrelations, the polarity of effects, and how they combine to affect the entire railway system. The conclusion reached in the present study was that PSD as a system can have significant impact on many aspects of the railway such as delays, capacity, safety, platform climate control, energy consumption, air quality and so on. But there are no studies that attempt to combine them all into an overall evaluation.
- 1 June 2017
- Published by Emerald Publishing in Proceedings of the Institution of Civil Engineers - Transport
- Vol. 170 (3) , 131-139
Driving style for better fuel economy
Driving style has emerged as an important determinant of fuel economy. There is now evidence that driving style can be influenced to improve fuel economy as well as other aspects such as safety. However, it is not clear which are the most appropriate and influential factors that affect an individual's, or a group's, driving style with respect to improving fuel economy. In this paper, such factors were identified from the literature and by way of driver training programmes for fuel economy. The factors were then categorised under driver factors, operating the vehicle, vehicle dynamics and driver awareness. The influences of the factors on fuel economy were prioritised using a multi-criteria analysis method called the analytical hierarchy process to determine their relative importance. It was found that driver awareness, measured in terms of culture change and better management, was considered the most influential category. The second most influential category of factors concerned operating the vehicle or vehicle control where acceleration and speed were dominant. The driver-related factors were considered to have the least influence on fuel economy. The results can be used to improve interventions such as driver training by emphasising the most influential driving factors.
- 1 June 2017
- Published by Emerald Publishing in Proceedings of the Institution of Civil Engineers - Transport
- Vol. 170 (3) , 131-139
Driving style for better fuel economy
Driving style has emerged as an important determinant of fuel economy. There is now evidence that driving style can be influenced to improve fuel economy as well as other aspects such as safety. However, it is not clear which are the most appropriate and influential factors that affect an individual's, or a group's, driving style with respect to improving fuel economy. In this paper, such factors were identified from the literature and by way of driver training programmes for fuel economy. The factors were then categorised under driver factors, operating the vehicle, vehicle dynamics and driver awareness. The influences of the factors on fuel economy were prioritised using a multi-criteria analysis method called the analytical hierarchy process to determine their relative importance. It was found that driver awareness, measured in terms of culture change and better management, was considered the most influential category. The second most influential category of factors concerned operating the vehicle or vehicle control where acceleration and speed were dominant. The driver-related factors were considered to have the least influence on fuel economy. The results can be used to improve interventions such as driver training by emphasising the most influential driving factors.