Roller: Difference between revisions
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{{Equation| <math> \frac{\partial ( c S_r \cos \theta ) }{\partial x }+\frac{\partial ( c S_r \sin \theta ) }{\partial y } = -D_r + f_e D_w </math>|2=1}} | {{Equation| <math> \frac{\partial ( c S_r \cos \theta ) }{\partial x }+\frac{\partial ( c S_r \sin \theta ) }{\partial y } = -D_r + f_e D_w </math>|2=1}} | ||
where <math> c =\sqrt{g h }</math> are the roller propagation velocities, <math>D_r</math> is the roller dissipation, <math>D_w</math> is the wave dissipation (from CMS-Wave), and <math>f_e</math> is an efficiency factor between 0 and 1 which determines how much wave energy dissipation that goes into the roller | where <math> S_r </math> is the roller energy, <math> c =\sqrt{g h }</math> are the roller propagation velocities, <math>D_r</math> is the roller dissipation, <math>D_w</math> is the wave dissipation (from CMS-Wave), and <math>f_e</math> is an efficiency factor between 0 and 1 (default 1) which determines how much wave energy dissipation that goes into the roller. | ||
== References == | == References == | ||
Latest revision as of 18:49, 12 September 2010
Surface Roller Model in CMS - UNDER CONSTRUCTION
Governing Equation
The surface roller model is simulated as
| (1) |
where is the roller energy, are the roller propagation velocities, is the roller dissipation, is the wave dissipation (from CMS-Wave), and is an efficiency factor between 0 and 1 (default 1) which determines how much wave energy dissipation that goes into the roller.
References
Buttolph, A. M., C. W. Reed, N. C. Kraus, N. Ono, M. Larson, B. Camenen, H. Hanson, T. Wamsley, and A. K. Zundel. (2006). “Two-dimensional depth-averaged circulation model CMS-M2D: Version 3.0, Report 2: Sediment transport and morphology change.” Coastal and Hydraulics Laboratory Technical Report ERDC/CHL TR-06-9. Vicksburg, MS: U.S. Army Engineer Research and Development Center, U.S.A.