USER MANUAL SWAN Cycle III version 40.72A
USER MANUAL SWAN Cycle III version 40.72A
USER MANUAL SWAN Cycle III version 40.72A
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Description of commands 55<br />
[Csh3]<br />
coefficient for shallow water scaling in case of DIA.<br />
Default: [Csh3]=−1.25.<br />
BREaking CONSTANT [alpha] [gamma]<br />
With this command the user can influence depth-induced wave breaking in shallow water<br />
in the <strong>SWAN</strong> model.<br />
If this command is not used, <strong>SWAN</strong> will account for wave breaking anyhow (with default<br />
options and values). If the user wants to specifically ignore wave breaking, he should use<br />
the command: OFF BREAKING.<br />
CONSTANT<br />
[alpha]<br />
[gamma]<br />
indicates that a constant breaker parameter is to be used.<br />
proportionality coefficient of the rate of dissipation.<br />
Default: [alpha] = 1.0.<br />
the ratio of maximum individual wave height over depth.<br />
Default: [gamma] = 0.73.<br />
| -> JONswap [cfjon]<br />
|<br />
FRICTION < COLLins [cfw]<br />
|<br />
| MADsen [kn]<br />
With this optional command the user can activate bottom friction. If this command is not<br />
used, <strong>SWAN</strong> will not account for bottom friction.<br />
In <strong>SWAN</strong> three different formulations are available, i.e., that of Hasselmann et al. (1973,<br />
JONSWAP), Collins (1972), and Madsen et al. (1988). The default option is: JONSWAP.<br />
JONSWAP<br />
[cfjon]<br />
COLLINS<br />
indicates that the semi-empirical expression derived from the JONSWAP results<br />
for bottom friction dissipation (Hasselmann et al., 1973, JONSWAP) should be<br />
activated. This option is default.<br />
coefficient of the JONSWAP formulation. [cfjon] is equal to 0.038m 2 s −3 for<br />
swell conditions (Hasselmann et al., 1973) and equal to 0.067m 2 s −3 for wind<br />
sea conditions.<br />
Default: [cfjon] = 0.067.<br />
indicates that the expression of Collins (1972) should be activated.