CMS-Flow:Boundary Conditions: Difference between revisions
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= Water Level = | |||
= Water Level and Current Velocity= | |||
= Tidal Constituent= | |||
The water level predictions are based on a harmonic equation with several arguments | The water level predictions are based on a harmonic equation with several arguments | ||
{{Equation|<math> \eta(t) = \sum_{i=1}^N f_i A_i \cos (\omega_i t + V_{i}^0 + u_i - \kappa_i) </math>|2=1}} | {{Equation|<math> \eta(t) = \sum_{i=1}^N f_i A_i \cos (\omega_i t + V_{i}^0 + u_i - \kappa_i) </math>|2=1}} | ||
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{{Equation|<math> q_i = \frac{Q_{b}}{ \sum \Delta s_i h_i^{1+r}/n_i} \frac{ h_i^{1+r}} {n_i} </math>|2=2}} | {{Equation|<math> q_i = \frac{Q_{b}}{ \sum \Delta s_i h_i^{1+r}/n_i} \frac{ h_i^{1+r}} {n_i} </math>|2=2}} | ||
= Cross-shore = | |||
Along a cross-shore boundary, it is assumed that a well-developed longshore current exists. Thus, the y (alongshore) momentum equation can be reduced as follows | Along a cross-shore boundary, it is assumed that a well-developed longshore current exists. Thus, the y (alongshore) momentum equation can be reduced as follows | ||
{{Equation|<math> 0 = \frac{\partial}{\partial x} \biggl( \nu_t h \frac{\partial V}{\partial x} \biggr) + \tau_{sy} + \tau_{wy} - \tau_{by} </math>|2=3}} | {{Equation|<math> 0 = \frac{\partial}{\partial x} \biggl( \nu_t h \frac{\partial V}{\partial x} \biggr) + \tau_{sy} + \tau_{wy} - \tau_{by} </math>|2=3}} |
Revision as of 03:01, 19 January 2011
Water Level
Water Level and Current Velocity
Tidal Constituent
The water level predictions are based on a harmonic equation with several arguments
(1) |
where is the constituent mean amplitude, is a factor that reduces the mean amplitude and varies in time, are the constituents equilibrium phase and is the constituent phase lag or epoch. Table 1 shows a list of the currently supported tidal constituents in CMS.
Constituent | Speed | Constituent | Speed | Constituent | Speed | Constituent | Speed |
---|---|---|---|---|---|---|---|
SA | 0.041067 | SSA | 0.082137 | MM | 0.54438 | MSF | 1.0159 |
MF | 1.098 | 2Q1 | 12.8543 | Q1 | 13.3987 | RHO1 | 13.4715 |
O1 | 13.943 | M1 | 14.4967 | P1 | 14.9589 | S1 | 15 |
K1 | 15.0411 | J1 | 15.5854 | OO1 | 16.1391 | 2N2 | 27.8954 |
MU2 | 27.9682 | N2 | 28.4397 | NU2 | 28.5126 | M2 | 28.9841 |
LDA2 | 29.4556 | L2 | 29.5285 | T2 | 29.9589 | S2 | 30 |
R2 | 30.0411 | K2 | 30.0821 | 2SM2 | 31.0159 | 2MK3 | 42.9271 |
M3 | 43.4762 | MK3 | 44.0252 | MN4 | 57.4238 | M4 | 57.9682 |
MS4 | 58.9841 | S4 | 60 | M6 | 86.9523 | S6 | 90 |
M8 | 115.9364 |
Flux
The water flux is specified as m^3/sec per cell along the cell string. This value is multiplied by the number of cells in the cell string to obtain the total flux. The total flux is then redistributed along the boundary according to
(2) |
Cross-shore
Along a cross-shore boundary, it is assumed that a well-developed longshore current exists. Thus, the y (alongshore) momentum equation can be reduced as follows
(3) |
The water level setup due to waves and winds at the cross-shore boundary can be determined by assuming a zero alongshore gradient of water level, or using the following equation reduced from the x (cross-shore) momentum equation
(4) |
Symbol | Description |
---|---|
Time | |
Constituent mean amplitude | |
Constituent nodal factor | |
Constituent equilibrium argument | |
Constituent equilibrium argument | |
Constituent phase or epoch |