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