In fluid dynamics, wave shoaling is the effect by which surface waves entering shallower water change in wave height. It is caused by the fact that the group velocity, which is also the wave-energy transport velocity, changes with water depth. Under stationary conditions, a decrease in transport speed must be compensated by an increase in energy density in order to maintain a constant energy flux.[2] Shoaling waves will also exhibit a reduction in wavelength while the frequency remains constant.

In shallow water and parallel depth contours, non-breaking waves will increase in wave height as the wave packet enters shallower water.[3] This is particularly evident for tsunamis as they wax in height when approaching a coastline, with devastating results.

Overview

Waves nearing the coast change wave height through different effects. Some of the important wave processes are refraction, diffraction, reflection, wave breaking, wave–current interaction, friction, wave growth due to the wind, and wave shoaling. In the absence of the other effects, wave shoaling is the change of wave height that occurs solely due to changes in mean water depth – without changes in wave propagation direction and dissipation. Pure wave shoaling occurs for long-crested waves propagating perpendicular to the parallel depth contour lines of a mildly sloping sea-bed. Then the wave height H {\displaystyle H} H at a certain location can be expressed as:[4][5]

\( {\displaystyle H=K_{S}\;H_{0},} \)

with \( K_S \) the shoaling coefficient and \( H_{0} \) the wave height in deep water. The shoaling coefficient \( K_S \) depends on the local water depth h and the wave frequency f f (or equivalently on h and the wave period \( {\displaystyle T=1/f} \) ). Deep water means that the waves are (hardly) affected by the sea bed, which occurs when the depth h is larger than about half the deep-water wavelength \( {\displaystyle L_{0}=gT^{2}/(2\pi ).} \)

Physics

When waves enter shallow water they slow down. Under stationary conditions, the wave length is reduced. The energy flux must remain constant and the reduction in group (transport) speed is compensated by an increase in wave height (and thus wave energy density).

Convergence of wave rays (reduction of width b {\displaystyle b} b) at Mavericks, California, producing high surfing waves. The red lines are the wave rays; the blue lines are the wavefronts. The distances between neighboring wave rays vary towards the coast because of refraction by bathymetry (depth variations). The distance between wavefronts (i.e. the wavelength) reduces towards the coast because of the decreasing phase speed.

Shoaling coefficient \( K_S \) as a function of relative water depth \( {\displaystyle h/L_{0},} \) describing the effect of wave shoaling on the wave height – based on conservation of energy and results from Airy wave theory. The local wave height H at a certain mean water depth h is equal to \( {\displaystyle H=K_{S}\;H_{0},} \) with \( H_{0} \) the wave height in deep water (i.e. when the water depth is greater than about half the wavelength). The shoaling coefficient K S {\displaystyle K_{S}} K_S depends on h / L 0 , {\displaystyle h/L_{0},} {\displaystyle h/L_{0},} where L 0 {\displaystyle L_{0}} L_{0} is the wavelength in deep water: \( {\displaystyle L_{0}=gT^{2}/(2\pi ),} \) with T the wave period and g the gravity of Earth. The blue line is the shoaling coefficient according to Green's law for waves in shallow water, i.e. valid when the water depth is less than 1/20 times the local wavelength \( {\displaystyle L=T\,{\sqrt {gh}}.} \) [5]

For non-breaking waves, the energy flux associated with the wave motion, which is the product of the wave energy density with the group velocity, between two wave rays is a conserved quantity (i.e. a constant when following the energy of a wave packet from one location to another). Under stationary conditions the total energy transport must be constant along the wave ray – as first shown by William Burnside in 1915.[6] For waves affected by refraction and shoaling (i.e. within the geometric optics approximation), the rate of change of the wave energy transport is:[5]

\( {\displaystyle {\frac {d}{ds}}(bc_{g}E)=0,} \)

where s is the co-ordinate along the wave ray and \( {\displaystyle bc_{g}E} \) is the energy flux per unit crest length. A decrease in group speed \( c_g \) and distance between the wave rays b must be compensated by an increase in energy density E . This can be formulated as a shoaling coefficient relative to the wave height in deep water.[5][4]

For shallow water, when the wavelength is much larger than the water depth – in case of a constant ray distance b (i.e. perpendicular wave incidence on a coast with parallel depth contours) – wave shoaling satisfies Green's law:

\( {\displaystyle H\,{\sqrt[{4}]{h}}={\text{constant}},} \)

with h the mean water depth, H the wave height and \( {\displaystyle {\sqrt[{4}]{h}}} \) the fourth root of h.

Water wave refraction

Following Phillips (1977) and Mei (1989),[7][8] denote the phase of a wave ray as

\( {\displaystyle S=S(\mathbf {x} ,t),\qquad 0\leq S<2\pi }. \)

The local wave number vector is the gradient of the phase function,

\( {\mathbf {k}}=\nabla S, \)

and the angular frequency is proportional to its local rate of change,

\( \omega =-\partial S/\partial t. \)

Simplifying to one dimension and cross-differentiating it is now easily seen that the above definitions indicate simply that the rate of change of wavenumber is balanced by the convergence of the frequency along a ray;

\( {\frac {\partial k}{\partial t}}+{\frac {\partial \omega }{\partial x}}=0. \)

Assuming stationary conditions ( \( \partial /\partial t=0 \)), this implies that wave crests are conserved and the frequency must remain constant along a wave ray as \( \partial \omega /\partial x=0 \). As waves enter shallower waters, the decrease in group velocity caused by the reduction in water depth leads to a reduction in wave length \( \lambda =2\pi /k \) because the nondispersive shallow water limit of the dispersion relation for the wave phase speed,

\( \omega /k\equiv c={\sqrt {gh}} \)

dictates that

\( k=\omega /{\sqrt {gh}}, \)

i.e., a steady increase in k (decrease in \( \lambda ) \) as the phase speed decreases under constant \( \omega \) .

See also

Airy wave theory – A linearised description of the propagation of gravity waves on the surface of a homogeneous fluid layer

Breaking wave – A wave that becomes unstable as a consequence of excessive steepness

Dispersion (water waves) – Generally refers to frequency dispersion, which means that waves of different wavelengths travel at different phase speeds

Ocean surface waves

Shallow water equations – A set of partial differential equations that describe the flow below a pressure surface in a fluid

Shoal – Natural submerged sandbank that rises from a body of water to near the surface

Waves and shallow water – The effect of shallow water on a surface gravity wave

Wave height – The difference between the elevations of a crest and a neighbouring trough

Ursell number – Dimensionless number indicating the nonlinearity of long surface gravity waves on a fluid layer.

Notes

Wiegel, R.L. (2013). Oceanographical Engineering. Dover Publications. p. 17, Figure 2.4. ISBN 978-0-486-16019-1.

Longuet-Higgins, M.S.; Stewart, R.W. (1964). "Radiation stresses in water waves; a physical discussion, with applications" (PDF). Deep-Sea Research and Oceanographic Abstracts. 11 (4): 529–562. doi:10.1016/0011-7471(64)90001-4.

WMO (1998). Guide to Wave Analysis and Forecasting (PDF). 702 (2 ed.). World Meteorological Organization. ISBN 92-63-12702-6.

Goda, Y. (2010). Random Seas and Design of Maritime Structures. Advanced Series on Ocean Engineering. 33 (3 ed.). Singapore: World Scientific. pp. 10–13 & 99–102. ISBN 978-981-4282-39-0.

Dean, R.G.; Dalrymple, R.A. (1991). Water wave mechanics for engineers and scientists. Advanced Series on Ocean Engineering. 2. Singapore: World Scientific. ISBN 978-981-02-0420-4.

Burnside, W. (1915). "On the modification of a train of waves as it advances into shallow water". Proceedings of the London Mathematical Society. Series 2. 14: 131–133. doi:10.1112/plms/s2_14.1.131.

Phillips, Owen M. (1977). The dynamics of the upper ocean (2nd ed.). Cambridge University Press. ISBN 0-521-29801-6.

Mei, Chiang C. (1989). The Applied Dynamics of Ocean Surface Waves. Singapore: World Scientific. ISBN 9971-5-0773-0.

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