[PDF][PDF] Cross-shore numerical model CSHORE for waves, currents, sediment transport and beach profile evolution
BD Johnson, N Kobayashi, MB Gravens - 2012 - erdc-library.erdc.dren.mil
The majority of the world shoreline is experiencing some form of erosion, which will become
more serious if the mean sea level rise accelerates because of the greenhouse effect. The …
more serious if the mean sea level rise accelerates because of the greenhouse effect. The …
Wave overtopping of levees and overwash of dunes
N Kobayashi, A Farhadzadeh… - Journal of Coastal …, 2010 - meridian.allenpress.com
Earthen levees are designed for little wave overtopping during a design storm, but excessive
overtopping and overflow can occur due to the combined effects of an extreme storm, sea …
overtopping and overflow can occur due to the combined effects of an extreme storm, sea …
[PDF][PDF] Documentation of cross-shore numerical model CSHORE 2009
N Kobayashi - Res. Rep. No. CACR-09, 2009 - coastal.udel.edu
Introduction........................................................................................................................ 4 2. History
of CSHORE Development................................................................................... 6 3. Wave and …
of CSHORE Development................................................................................... 6 3. Wave and …
[PDF][PDF] Cross-shore numerical model CSHORE for waves, currents, sediment transport and beach profile evolution
N Kobayashi, A Farhadzadeh - Research Rep. No. CACR-08-01 …, 2008 - coastal.udel.edu
Introduction........................................................................................................................ 5 2. History
of CSHORE Development................................................................................... 7 3. Wave and …
of CSHORE Development................................................................................... 7 3. Wave and …
Wave overtopping and overflow on inclined structures
A Farhadzadeh, N Kobayashi… - Coastal Engineering 2008 …, 2009 - World Scientific
Earthen levees are designed for little wave overtopping during a design storm but excessive
overtopping and overflow can occur due to the combined effects of an extreme storm, sea …
overtopping and overflow can occur due to the combined effects of an extreme storm, sea …
[PDF][PDF] Evolution of Damaged Armor Layer Profile
A probabilistic hydrodynamic model for the wet and dry zone on a permeable structure is
developed to predict irregular wave action on the structure above the still water level. The …
developed to predict irregular wave action on the structure above the still water level. The …
[PDF][PDF] Wave overtopping and damage progression on rubble mound structures
A Farhadzadeh, N Kobayashi… - Research Rep. No. CACR …, 2009 - coastal.udel.edu
Fig. 3-11. Spatial variations of mean water level, free surface standard deviation, mean
velocity, velocity standard deviation and wet probability for D'5 test……. 42 Fig. 3-12. Spatial …
velocity, velocity standard deviation and wet probability for D'5 test……. 42 Fig. 3-12. Spatial …
[PDF][PDF] Tracimazione di dighe costiere e inondazione
C Ricottilli, P Veltri, G Frega, RG Tomasicchio - 2008 - dspace.unical.it
Le strutture di difesa costiera come dighe, argini e muri di sponda litoranei sono progettate
per proteggere le zone costiere ei porti dalle inondazioni considerando un livello d'acqua di …
per proteggere le zone costiere ei porti dalle inondazioni considerando un livello d'acqua di …