Given the significant height (H) and peak period (T),
the wave energy flux is calculated as: $$\frac{\rho g^2}{64 \pi} H^2 T$$,
where \(\rho\) is the density of water (998 kg/m^3) and g is the
acceleration of gravity (9.81 m/s^2).
If both height and period are missing, they are estimated from
on the wind speed at 10m (\(U_{10}\)) and the fetch length (F) as
described in Resio et al. (2003):
$${U_f}^2 = 0.001 (1.1 + 0.035 U_{10}) {U_{10}}^2$$ (friction velocity)
$$\frac{g H}{{U_f}^2} = \min (0.0413 \sqrt{\frac{g F}{{U_f}^2}}, 211.5)$$
$$\frac{g T}{U_f} = \min (0.651 (\frac{g F}{{U_f}^2})^{1/3}, 239.8)$$
If the depth (d) is specified, it imposes a limit on the peak period:
$$T_{max} = 9.78 \sqrt{\frac{d}{g}}$$ (in seconds)