This report describes research to simplify and consolidate the prediction of wave action in reservoirs; to calculate wave induced discharges on embankments; and to extend work on blockwork and slabbing protection for dam faces presented by Herbert et.al (1995) in the companion report SR 345. The report should be used by engineers involved in the inspection, analysis, design and construction of block revetmetments and slabbing protection against wave attack of faces of embankment dams or similar revetments
Modelling wave overtopping for flood defence reliability, the outline of a research project
Earthquakes may cause failure or profound damage for dams. Factors contributing to this are, magnitu...
The master thesis "Physical model study on impacts of landslide generated wave action on embankment ...
This report should be used by engineers involved in the inspection, analysis, design and constructio...
This paper reviews recent guidance (and associated calculation tools) to predict waves and wave over...
Overtopping is one of the most serious modes of failures for all dams causing great numbers of human...
This report describes a review of the available literature referring to wind waves in lakes and rese...
A landslide entering a reservoir transforms its kinetic energy into an impulse wave. This wave propa...
A common type of water storage structures is the embankment reservoir and levees. But, during the 19...
In the last decades, the technology of dam protection has undergone major advancements. The increasi...
Landslide-generated impulse waves in dammed reservoirs run up the reservoir banks as well as the ups...
A landslide falling into a reservoir transfers its kinetic energy to wave energy. This wave energy g...
Abstract: Low-crested breakwaters or dams may provide some sheltering of flood defence structures l...
Wave deflectors can be placed on the crests of embankment dams to improve the safety against overtop...
A reevaluation of design floods for dam safety within the united states showed that the need to modi...
Modelling wave overtopping for flood defence reliability, the outline of a research project
Earthquakes may cause failure or profound damage for dams. Factors contributing to this are, magnitu...
The master thesis "Physical model study on impacts of landslide generated wave action on embankment ...
This report should be used by engineers involved in the inspection, analysis, design and constructio...
This paper reviews recent guidance (and associated calculation tools) to predict waves and wave over...
Overtopping is one of the most serious modes of failures for all dams causing great numbers of human...
This report describes a review of the available literature referring to wind waves in lakes and rese...
A landslide entering a reservoir transforms its kinetic energy into an impulse wave. This wave propa...
A common type of water storage structures is the embankment reservoir and levees. But, during the 19...
In the last decades, the technology of dam protection has undergone major advancements. The increasi...
Landslide-generated impulse waves in dammed reservoirs run up the reservoir banks as well as the ups...
A landslide falling into a reservoir transfers its kinetic energy to wave energy. This wave energy g...
Abstract: Low-crested breakwaters or dams may provide some sheltering of flood defence structures l...
Wave deflectors can be placed on the crests of embankment dams to improve the safety against overtop...
A reevaluation of design floods for dam safety within the united states showed that the need to modi...
Modelling wave overtopping for flood defence reliability, the outline of a research project
Earthquakes may cause failure or profound damage for dams. Factors contributing to this are, magnitu...
The master thesis "Physical model study on impacts of landslide generated wave action on embankment ...