| dc.contributor.author |
Phung, Dang Hieu |
|
| dc.date.accessioned |
2011-04-17T02:40:05Z |
|
| dc.date.available |
2011-04-17T02:40:05Z |
|
| dc.date.issued |
2008 |
|
| dc.identifier.citation |
VNU Journal of Science, Earth Sciences 24 (2008) 10-15 |
vi |
| dc.identifier.issn |
0866-8612 |
|
| dc.identifier.uri |
http://hdl.handle.net/123456789/260 |
|
| dc.description |
VNU Journal of Science, Earth Sciences. Vol. 24 (2008), No.1, P. 10-15 |
vi |
| dc.description.abstract |
A numerical model using the 1D shallow water equations was developed for the
simulation of long wave propagation and runup. The developed model is based on the Finite
Volume Method (FVM) with an application of Godunov - type scheme of second order of accuracy.
The model uses the HLL approximate Riemann solver for the determination of numerical fluxes at
cell interfaces. The model was applied to the simulation of long wave propagation and runup on a
plane beach and simulated results were compared with the published experimental data. The
comparison shows that the present model has a power of simulation of long wave propagation and
runup on beaches. |
vi |
| dc.language.iso |
en |
vi |
| dc.publisher |
ĐHQGHN |
vi |
| dc.subject |
Finite Volume Method |
vi |
| dc.subject |
Wave Runup |
vi |
| dc.subject |
Shallow Water Model |
vi |
| dc.title |
Finite volume method for long wave runup: 1D model |
vi |
| dc.type |
Article |
vi |