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

${\displaystyle H=H_{0}({\frac {C_{0}}{2nC}})^{1/2}({\frac {\cos \theta _{0}}{\cos \theta }})^{1/2}}$

${\displaystyle H=H_{0}({\frac {C_{0}}{2{\sqrt {gh}}}})^{1/2}({\frac {\cos \theta _{0}}{1}})^{1/2}}$

${\displaystyle H_{b}=\kappa h_{b}}$

${\displaystyle \kappa h_{b}=H_{0}({\frac {C_{0}\cos \theta _{0}}{2{\sqrt {gh_{b}}}}})^{1/2}}$

${\displaystyle h_{b}={\frac {1}{g^{1/5}\kappa ^{4/5}}}({\frac {H_{0}^{2}C_{0}\cos \theta _{0}}{2}})^{2/5}}$

${\displaystyle x_{b}={\frac {1}{mg^{1/5}\kappa ^{4/5}}}({\frac {H_{0}^{2}C_{0}\cos \theta _{0}}{2}})^{2/5}}$

${\displaystyle H_{b}=({\frac {\kappa }{g}})^{1/5}({\frac {H_{0}^{2}C_{0}\cos \theta _{0}}{2}})^{2/5}}$

${\displaystyle {\mathcal {D}}={\frac {\Delta E}{L}}={\frac {-\rho ghH^{3}}{4d_{t}d_{c}T}}}$

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

${\displaystyle F_{y}=-{\frac {\partial S_{xy}}{\partial x}}}$

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

${\displaystyle {\bar {v_{1}}}={\frac {5\pi }{8C}}u_{mb}\tan \beta \sin \alpha _{b}}$

${\displaystyle {\frac {\partial Q}{\partial x}}=d_{c}{\frac {\partial y}{\partial t}}}$

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.{{cite book}}: نگهداری CS1: نقطه‌گذاری اضافه (link)
• Svendsen, Ib A. (2006). Introduction to nearshore hydrodynamics (به انگلیسی). World Scientific.