A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Based on the assumptions of inviscid and incompressible fluid, irrotational flow, and infinitesimal wave amplitude. Stokes (1846) found a solution to the water-wave problem with a uniformly sloping impermeable boundary (beach). The solution, often terms the Stokes-mode edge wave, can be written in terms of velocity potential phi.
Based on the assumptions of inviscid and incompressible fluid, irrotational flow, and infinitesimal wave amplitude. Stokes (1846) found a solution to the water-wave problem with a uniformly sloping impermeable boundary (beach). The solution, often terms the Stokes-mode edge wave, can be written in terms of velocity potential phi.
Shoreline Profile of Stokes-Mode Edge Waves. (Reannouncement with New Availability Information)
H. H. Yeh (author)
1992
5 pages
Report
No indication
English
Physical & Chemical Oceanography , Civil Engineering , Shores , Water waves , Ocean waves , Reprints , Beaches , Fluid flow , Oceanography , Velocity , Surfaces , Amplitude , Acceleration , Propagation , Dispersions , Rotation , Gravity , Nonlinear systems , Shoreline profile , Stokes mode edge waves , Crests , Wave angular frequency , Beach slopes , Parallel
Shoreline Profile of the Stokes-Mode Edge Waves
| NTIS | 1987
Shoreline Profile of Stokes-Mode Edge Waves. Harry H. Yeh
| British Library Online Contents | 1993
Shoreline Profile of Stokes-Mode Edge Waves. Harry H. Yeh.
| Online Contents | 1993