Movable bed, scale model experiments were conducted at three length scales, 1/8.5, 1/10 and 1/11, in a 90 ft-long wave tank to study scale effect and equilibrium profile characteristics under sinusoidal, accreting wave action. Geometric similarity, deep water wave steepness, wave Froude number, densimetric Froude number, and particle Reynolds number were preserved by selecting the same sediment and fluid in the model and prototype. Wave height was measured with parallel-wire resistance gauges while a programmable wave generator with wave absorption capability produced waves. Placement of beach on a permeable frame simulated the natural groundwater. The equilibrium endpoint of a test was indicated by a relatively small net transport rate at ...
Scale effects are a key issue in hydraulic laboratory modelling and specially so in wave action stud...
Mobile bed scaling (for scales smaller than 1:1) does not allow for ideal similarity between all non...
This paper builds on the now classical discussions by Bowen [1980] and Bailard [1981] on the applica...
The construction of large scale harbor structures at Maengbang beach, which is located on the easter...
Scale relations are necessary to choose proper sediment for physical models. The use of lightweight ...
The response of physical models of beach profiles to random breaking waves was studied to investigat...
Project SANDS To advance the mobile bed scaling laws and to test new instruments, identical tests ar...
International audienceThe recent advances of numerical beach profile models allowed the simulation o...
Beach-profile evolution, along with measurements of waves, currents, and sediment concentration, und...
Ozolcer, Ismail Hakki/0000-0002-8404-0522WOS: 000349854000001The response of physical models of beac...
The widely accepted assumption that the equilibrium beach profile in the surf zone corresponds with ...
Rising sea levels are expected to cause widespread coastal recession over the course of the next cen...
In this work the author has experimented with three, two dimensionalscale models of a beach, compari...
The recent advances of numerical beach profile models allowed the simulation of on/offshore sandbar ...
Beach-profile evolution, along with measurements of waves, currents, and sediment concentration, und...
Scale effects are a key issue in hydraulic laboratory modelling and specially so in wave action stud...
Mobile bed scaling (for scales smaller than 1:1) does not allow for ideal similarity between all non...
This paper builds on the now classical discussions by Bowen [1980] and Bailard [1981] on the applica...
The construction of large scale harbor structures at Maengbang beach, which is located on the easter...
Scale relations are necessary to choose proper sediment for physical models. The use of lightweight ...
The response of physical models of beach profiles to random breaking waves was studied to investigat...
Project SANDS To advance the mobile bed scaling laws and to test new instruments, identical tests ar...
International audienceThe recent advances of numerical beach profile models allowed the simulation o...
Beach-profile evolution, along with measurements of waves, currents, and sediment concentration, und...
Ozolcer, Ismail Hakki/0000-0002-8404-0522WOS: 000349854000001The response of physical models of beac...
The widely accepted assumption that the equilibrium beach profile in the surf zone corresponds with ...
Rising sea levels are expected to cause widespread coastal recession over the course of the next cen...
In this work the author has experimented with three, two dimensionalscale models of a beach, compari...
The recent advances of numerical beach profile models allowed the simulation of on/offshore sandbar ...
Beach-profile evolution, along with measurements of waves, currents, and sediment concentration, und...
Scale effects are a key issue in hydraulic laboratory modelling and specially so in wave action stud...
Mobile bed scaling (for scales smaller than 1:1) does not allow for ideal similarity between all non...
This paper builds on the now classical discussions by Bowen [1980] and Bailard [1981] on the applica...