Circular Basin: Difference between revisions
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= Results = | = Results = | ||
[[Image:CB3_Analytical_Vel_Eta.png|thumb|right|600px| Figure 1. Analytical current velocities and water levels.[[Image:CB3_Calculated_Vel_Eta.png|thumb|right|600px| Figure 1. Calculated current velocities and water levels. | |||
Table 2. Goodness of fit statistics for the current velocity and water level | |||
Table 2. Goodness of fit statistics for the water | |||
{|border="1" | {|border="1" | ||
|''' | |'''Variable''' ||'''RRMSE, %'''||'''RMAE, %'''||'''R^2'''||'''Bias''' | ||
| | |||
| | |||
|- | |- | ||
| | |U-Velocity || 3.88 || 0.64 || 0.997 || -4.06e-5 | ||
|- | |- | ||
| | |V-Velocity || 3.87 || 0.64 || 0.997 || 4.06e-5 | ||
|- | |- | ||
| | |Water Level|| 0.16 || 0.13 || 1.000 || -3.56e-6 | ||
|} | |} | ||
== References == | == References == | ||
* Dupont, F., 2001. Comparison of numerical methods for modelling ocean circulation in basins with irregular coasts. Ph.D. thesis, McGill University, Montreal. | * Dupont, F., 2001. Comparison of numerical methods for modelling ocean circulation in basins with irregular coasts. Ph.D. thesis, McGill University, Montreal. |
Revision as of 23:10, 11 May 2011
UNDER CONSTRUCTION
Analytical Solution
Dupont (2001) presented an analytical solution for a closed circular domain on an f-plane, with radius , a linear bottom friction, and a spatially variable wind stress equal to , where is the gradient of the wind forcing and is the vertical coordinate. The water surface elevation solution is given by
(1) |
The current velocities are independent of the Coriolis parameter and are given by
(2) |
(3) |
Setup
The model is run to steady state from zero current and water level initial conditions with , , and . Table 1 shows the general settings used for CMS-Flow. Figure 1 shows the computational grid with 5 levels of refinement from 2000 m to 125 m.
Table 1. General Settings for Wind-driven flow in a circular basin
Parameter | Value |
Time step | 3600 s |
Simulation Duration | 72 hrs |
Ramp Period | 24 hrs |
Initial Water Depth | 10 m |
Mixing Terms | Off |
Wall Friction | Off |
Linear Bottom Friction Coefficient | 0.001 |
Results
[[Image:CB3_Analytical_Vel_Eta.png|thumb|right|600px| Figure 1. Analytical current velocities and water levels.[[Image:CB3_Calculated_Vel_Eta.png|thumb|right|600px| Figure 1. Calculated current velocities and water levels.
Table 2. Goodness of fit statistics for the current velocity and water level
Variable | RRMSE, % | RMAE, % | R^2 | Bias |
U-Velocity | 3.88 | 0.64 | 0.997 | -4.06e-5 |
V-Velocity | 3.87 | 0.64 | 0.997 | 4.06e-5 |
Water Level | 0.16 | 0.13 | 1.000 | -3.56e-6 |
References
- Dupont, F., 2001. Comparison of numerical methods for modelling ocean circulation in basins with irregular coasts. Ph.D. thesis, McGill University, Montreal.