Individual wave overtop** at coastal structures: A critical review and the existing challenges
Conventionally, allowable mean overtop** discharge is used as a design criterion for
coastal structures. The mean overtop** discharge needs to be limited to ensure structural …
coastal structures. The mean overtop** discharge needs to be limited to ensure structural …
Wave loadings acting on innovative rubble mound breakwater for overtop** wave energy conversion
Abstract The Overtop** BReakwater for Energy Conversion (OBREC) is an overtop**
type wave energy converter, totally embedded into traditional rubble mound breakwaters …
type wave energy converter, totally embedded into traditional rubble mound breakwaters …
Laboratory study of combined wave overtop** and storm surge overflow of a levee
SA Hughes, NC Nadal - Coastal Engineering, 2009 - Elsevier
Combined wave overtop** and storm surge overflow of a levee with a trapezoidal cross
section was studied in a two-dimensional laboratory wave/flow flume at a nominal prototype …
section was studied in a two-dimensional laboratory wave/flow flume at a nominal prototype …
[HTML][HTML] Wave overtop** discharges at rubble mound breakwaters including effects of a crest wall and a berm
Physical model tests have been performed to study wave overtop** at rubble mound
breakwaters, including breakwaters with a crest wall, breakwaters with a berm, and …
breakwaters, including breakwaters with a crest wall, breakwaters with a berm, and …
Wave overtop** of a vertical seawall in a surf zone: A joint analysis of numerical and laboratory data
This research uses physical and numerical experiments to investigate the wave overtop**
of a vertical seawall in an uneven surf zone. The numerical experiments exploit two …
of a vertical seawall in an uneven surf zone. The numerical experiments exploit two …
[PDF][PDF] Flow depths and velocities at crest and landward slope of a dike, in theory and with the wave overtop** simulator
JW Van der Meer, B Hardeman, GJ Steendam… - Coastal Engineering …, 2010 - Citeseer
Wave overtop** discharges at coastal structures are well described in the EurOtop
Manual (2007), including the distribution of overtop** wave volumes. Each volume that …
Manual (2007), including the distribution of overtop** wave volumes. Each volume that …
Further development of offshore floating solar and its design requirements
Floating solar platform (FSP) installations in coastal waters provide a significant energy
source for reaching the goal of global net-zero emissions by 2050. These alternative and …
source for reaching the goal of global net-zero emissions by 2050. These alternative and …
Predicting dam failure risk for sustainable flood retention basins: A generic case study for the wider Greater Manchester area
E Danso-Amoako, M Scholz, N Kalimeris… - … Environment and Urban …, 2012 - Elsevier
This study aims to provide a rapid screening tool for assessment of sustainable flood
retention basins (SFRBs) to predict corresponding dam failure risks. A rapid expert-based …
retention basins (SFRBs) to predict corresponding dam failure risks. A rapid expert-based …
An analytical model of wave overtop** flow velocities on dike crests and landward slopes
An accurate description of the maximum flow velocity across flood-protective structures is
necessary in order to determine the stability of the landward slope and the amount of cover …
necessary in order to determine the stability of the landward slope and the amount of cover …
Numerical investigations of pedestrian overboard on a compound slope dike due to excessive overtop** waves
X Zhao, Y Hou, F Lu, Z Shi, Z Huang - Physics of Fluids, 2024 - pubs.aip.org
Wave overtop** under extreme weather conditions can pose a notable threat to the safety
of pedestrians on coastal structures. In this paper, physical experiments and numerical …
of pedestrians on coastal structures. In this paper, physical experiments and numerical …