Difference between revisions of "TEST HEAD CASE"
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[[Image:Test_case_4.gif|center]] | [[Image:Test_case_4.gif|center]] | ||
===Model Parameters=== | |||
The following model parameters were used for the Sediment Test Headland Case. | |||
{|border="1" | |||
!Model Parameter | |||
!Variable | |||
!Value | |||
|- | |||
|length, width, depth | |||
|Xsize, Esize, depth | |||
|align="left"|100,000 m, 50,000 m, 20 m | |||
|- | |||
|Grain size | |||
|<math>D_{50}</math> | |||
|0.1 mm | |||
|- | |||
|Bottom roughness | |||
|<math>Z_{0}</math> | |||
|0.015 m | |||
|- | |||
|Reference velocity | |||
|<math>u_{0}</math> | |||
|0.5 m/s | |||
|- | |||
|Celerity | |||
|C | |||
|<math>\sqrt{g*20}</math> | |||
|- | |||
Revision as of 20:16, 9 April 2008
Sediment Test Headland Case
This test case checks the ability of a model to represent 1) simplified alongshore transport, 2) implementation of open boundary conditions, and 3) resuspension, transport, and deposition of suspended-sediment. This case is based on Signell and Geyer (1991) Journal of Geophysical Research 96(C2): 2561-2575.
Model Parameters
The following model parameters were used for the Sediment Test Headland Case.
| Model Parameter | Variable | Value |
|---|---|---|
| length, width, depth | Xsize, Esize, depth | 100,000 m, 50,000 m, 20 m |
| Grain size | 0.1 mm | |
| Bottom roughness | 0.015 m | |
| Reference velocity | 0.5 m/s | |
| Celerity | C |
