Flow over a bump: Difference between revisions
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|'''Value''' | |'''Value''' | ||
|- | |- | ||
|RMSE | 0.0074 | |RMSE | ||
| 0.0074 | |||
|- | |- | ||
|RMAE | 0.0068 | |RMAE | ||
| 0.0068 | |||
|- | |- | ||
|R^2 | 0.991 | |R^2 | ||
| 0.991 | |||
|- | |- | ||
|Bias | 0.0017 | |Bias | ||
| 0.0017 | |||
|} | |} | ||
Revision as of 23:23, 14 December 2010
UNDER CONSTRUCTION
Setup
The spatial domain consists of a rectangular
(1) |
where is the bed elevation and is the horizontal distance.
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
Table 1. Goodness of fit statistics
Setting | Value |
RMSE | 0.0074 |
RMAE | 0.0068 |
R^2 | 0.991 |
Bias | 0.0017 |