موج شکنا

${\displaystyle \xi =\frac{\tan \alpha }{\sqrt{\frac{H}{L_{\mathrm{\infty }}}}}}$

${\displaystyle H=H_0(\frac{C_0}{2nC}{)}^{1/2}(\frac{\cos {\theta }_0}{\cos \theta }{)}^{1/2}}$

${\displaystyle H=H_0(\frac{C_0}{2\sqrt{gh}}{)}^{1/2}(\frac{\cos {\theta }_0}{1}{)}^{1/2}}$

${\displaystyle H_b=\kappa h_b}$

${\displaystyle \kappa h_b=H_0(\frac{C_0\cos {\theta }_0}{2\sqrt{g{h}_b}}{)}^{1/2}}$

${\displaystyle h_b=\frac{1}{g^{1/5}{\kappa }^{4/5}}(\frac{H_0^2{C}_0\cos {\theta }_0}{2}{)}^{2/5}}$

${\displaystyle x_b=\frac{1}{m{g}^{1/5}{\kappa }^{4/5}}(\frac{H_0^2{C}_0\cos {\theta }_0}{2}{)}^{2/5}}$

${\displaystyle H_b=(\frac{\kappa }{g}{)}^{1/5}(\frac{H_0^2{C}_0\cos {\theta }_0}{2}{)}^{2/5}}$

${\displaystyle \mathcal{D}=\frac{\mathrm{\Delta }E}{L}=\frac{-\rho gh{H}^3}{4d_t{d}_{c}T}}$

${\displaystyle \mathcal{D}=\frac{-\rho g\alpha H_m^2}{4T}}$

${\displaystyle F_y=-\frac{\mathrm{\partial }{S}_{xy}}{\mathrm{\partial }x}}$

${\displaystyle F_y=\frac{5}{4}\rho u_{mb}^2\tan \beta \sin \alpha }$

${\displaystyle \overline{v_1}=\frac{5\pi }{8C}{u}_{mb}\tan \beta \sin {\alpha }_b}$

${\displaystyle \frac{\mathrm{\partial }Q}{\mathrm{\partial }x}=d_c\frac{\mathrm{\partial }y}{\mathrm{\partial }t}}$

1. ↑ Spilling
2. ↑ Plunging
3. ↑ Surging
4. ↑ Collapsing
5. ↑ offshore bar

• Dean, Robert G.; Dalrymple, Robert A. (1991). Water wave mechanics for engineers and scientists (به انگلیسی). World Scientific.
• Holthuijsen, Leo H. (2007). Waves in oceanic and coastal waters (به انگلیسی). Cambridge University Press.
• Reeve, Dominic; Chadwick, Andrew; Fleming, Christopher (2004). Coastal Engineering (به انگلیسی). Spon Press.
• Sorensen, Robert M, (2006). Basic coastal engineering (به انگلیسی). Springer.
• Svendsen, Ib A. (2006). Introduction to nearshore hydrodynamics (به انگلیسی). World Scientific.