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    A risk-based multi-level stress test methodology: application to six critical non-nuclear infrastructures in Europe

    Recent natural disasters that seriously affected critical infrastructure (CI) with significant socio-economic losses and impact revealed the need for the development of reliable methodologies for vulnerability...

    Sotirios A. Argyroudis, Stavroula Fotopoulou, Stella Karafagka in Natural Hazards (2020)

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    Swiss Rainfall Mass Curves and their Influence on Extreme Flood Simulation

    Extreme flood estimates for dam safety are routinely obtained from hydrologic simulations driven by selected design storms. The temporal structure of such design storms can be obtained from Rainfall Mass Curve...

    Fränz Zeimetz, Bettina Schaefli, Guillaume Artigue in Water Resources Management (2018)

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    Towards Safer Data-Driven Forecasting of Extreme Streamflows

    Predicting extreme events is one of the major goals of streamflow forecasting, but models that are reliable under such conditions are hard to come by. This stems in part from the fact that, in many cases, cali...

    José P. Matos, Maria M. Portela, Anton J. Schleiss in Water Resources Management (2018)

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    Stresses and Displacements in Steel-Lined Pressure Tunnels and Shafts in Anisotropic Rock Under Quasi-Static Internal Water Pressure

    Steel-lined pressure tunnels and shafts are constructed to convey water from reservoirs to hydroelectric power plants. They are multilayer structures made of a steel liner, a cracked backfill concrete layer, a...

    Alexandre J. Pachoud, Anton J. Schleiss in Rock Mechanics and Rock Engineering (2016)

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    Simulated Annealing in Optimization of Energy Production in a Water Supply Network

    In water supply systems, the potential exists for micro-hydropower that uses the pressure excess in the networks to produce electricity. However, because urban drinking water networks are complex systems in wh...

    Irene Samora, Mário J. Franca, Anton J. Schleiss in Water Resources Management (2016)

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    Design of Pressure Relief Valves for Protection of Steel-Lined Pressure Shafts and Tunnels Against Buckling During Emptying

    Using high-strength steels for pressure shafts and tunnel liners and taking into account significant rock mass participation allows the design of comparatively thin steel liners in hydropower projects. Neverth...

    Anton J. Schleiss, Pedro A. Manso in Rock Mechanics and Rock Engineering (2012)