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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.

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