Long wave propagation: Difference between revisions

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== '''Setup''' ==
= Analytical Solution =
The purpose of this verification test is to assess the model performance in simulating long wave propagation.  The case is also useful for testing the model performance and symmetry for a non-rectangular domain. The test case consists of a quarter annulus shaped domain with a linear  bottom in the radial direction. The analytical


[[Image:Quarter_annulus_grid.PNG|thumb|right|400px|Quarter Annulus | alt=Quarter Annulus]]
= Setup =
 
[[Image:QA_Depth_8km.png|thumb|right|400px|Quarter Annulus | alt=Quarter Annulus]]


*Forcing: 0.3048 m amplitude M2 tide (red cell string)
*Forcing: 0.3048 m amplitude M2 tide (red cell string)
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<br style="clear:both" />
<br style="clear:both" />
 
= Results =
== '''Results''' ==
 
The figure below shows a time series of water
The figure below shows a time series of water


levels at the green point shown in the figure above.
levels at the green point shown in the figure above.
[[Image:QA_TS_8km.png|thumb|left|600px|Figure 2. Comparison of analytical and computed water level at the inner edge of the model domain.]]


[[Image:Quarter_Annulus_TimeSeries.PNG|thumb|left|800px|Results | alt=Results]]
<br style="clear:both" />
<br style="clear:both" />
= References =
* Lynch, D.R., and Gray, W.G. (1978). "Analytical solutions for computer flow model testing," J. Hydraulics Division, 104, 1409-28.


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[[Test_Cases]]
[[Test_Cases]]

Revision as of 22:58, 3 March 2011

Analytical Solution

The purpose of this verification test is to assess the model performance in simulating long wave propagation. The case is also useful for testing the model performance and symmetry for a non-rectangular domain. The test case consists of a quarter annulus shaped domain with a linear bottom in the radial direction. The analytical

Setup

Quarter Annulus
Quarter Annulus
  • Forcing: 0.3048 m amplitude M2 tide (red cell string)
  • Bottom friction: 0.0 sec/m^(1/3) (Manning N)
  • Horizontal eddy viscosity: :0 m^2/sec
  • Run duration: 5 days
  • Ramp period: 2 days
  • Time step: 10 min
  • Wall Friction: Off
  • Grid resolution: 1000 x 1000 m (constant)
  • Number of cells: 23409


Results

The figure below shows a time series of water

levels at the green point shown in the figure above.

Figure 2. Comparison of analytical and computed water level at the inner edge of the model domain.


References

  • Lynch, D.R., and Gray, W.G. (1978). "Analytical solutions for computer flow model testing," J. Hydraulics Division, 104, 1409-28.

Test_Cases

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