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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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Definitions of variables 93<br />

WLEN<br />

The mean wavelength, defined as<br />

( ∫ ∫ ) k<br />

WLEN = 2π<br />

p −1<br />

E(σ,θ)dσdθ<br />

∫ ∫ k p−1 E(σ,θ)dσdθ<br />

STEEPNESS<br />

BFI<br />

As default, p = 1 (see command QUANTITY).<br />

Wave steepness computed as HSIG/WLEN.<br />

The Benjamin-Feir index or the steepness-over-randomness ratio,<br />

defined as<br />

BFI = √ 2π× STEEPNESS × QP<br />

This index can be used to quantify the probability of freak waves.<br />

QB Fraction of breakers in expression of Battjes and Janssen (1978).<br />

TRANSP Energy transport with components P x = ρg ∫ ∫ c x E(σ,θ)dσdθ and<br />

P y = ρg ∫ ∫ c y E(σ,θ)dσdθ with x and y the problem coordinate system,<br />

except in the case of output with BLOCK command in combination<br />

with command FRAME, where x and y relate to the x−axis and y−axis<br />

of the output frame.<br />

VEL<br />

Current velocity components in x− and y−direction of the problem<br />

coordinate system, except in the case of output with BLOCK command in<br />

combination with command FRAME, where x and y relate to the x−axis<br />

and y−axis of the output frame.<br />

WIND Wind velocity components in x− and y−direction of the problem coordinate<br />

sytem, except in the case of output with BLOCK command in combination<br />

with command FRAME, where x and y relate to the x−axis and y−axis of<br />

the output frame.<br />

FORCE Wave-induced force per unit surface area (gradient of radiation stresses)<br />

with x and y the problem coordinate system, except in the case of output<br />

with BLOCK command in combination with command FRAME,<br />

where x and y relate to the x−axis and y−axis of the output frame.<br />

F x = − ∂Sxx<br />

∂x<br />

F y = − ∂Syx<br />

∂x<br />

− ∂Sxy<br />

∂y<br />

−<br />

∂Syy<br />

∂y<br />

where S is the radiation stress tensor as given by<br />

S xx = ρg ∫ ⌊n cos 2 θ + n − 1 2 ⌋Edσdθ<br />

S xy = S yx = ρg ∫ n sin θ cos θEdσdθ

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