Long-wave Runup: Difference between revisions

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<font color=red>'''UNDER  CONSTRUCTION'''</font>
== Analytical Solution ==
== Analytical Solution ==
where <math>\eta</math> is the water surface elevation, <math>\rho</math> is the water density, <math>\rho_a</math> is the air density, <math>g</math> is the gravitational acceleration, <math>W</math> is the wind speed, <math>h</math> is the water depth, and <math>C</math> is a constant of integration.
== Model Setup ==
A computational grid with constant water depth of 5 m and irregular boundaries is used in order to test the model performance. The computational grid has 60 columns and 70 rows and a constant resolution of 500 m.


== Results ==
== Results ==
[[Image:Wind_Setup_Dir0_WSE.png|thumb|left|600px|  Figure 1. Computed water surface elevation for the irregular domain with constant water depth.]]
‎[[Image:Wind_Setup_Dir0_V2.png|thumb|none|600px| Figure 2. Comparison of computed water surface elevation to the analytical solution for an irregular basin with constant depth.]]
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== References ==
== References ==
----
[[Test_Cases | Test Cases]]
[[CMS#Documentation_Portal  | Documentation Portal]]

Revision as of 23:54, 13 January 2011

UNDER CONSTRUCTION

Analytical Solution

where is the water surface elevation, is the water density, is the air density, is the gravitational acceleration, is the wind speed, is the water depth, and is a constant of integration.

Model Setup

A computational grid with constant water depth of 5 m and irregular boundaries is used in order to test the model performance. The computational grid has 60 columns and 70 rows and a constant resolution of 500 m.

Results

Figure 1. Computed water surface elevation for the irregular domain with constant water depth.

Figure 2. Comparison of computed water surface elevation to the analytical solution for an irregular basin with constant depth.


References


Test Cases

Documentation Portal