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{{short description|Average velocity of a fluid parcel in a gravity wave}}
[[File:Driftwood Expanse, Northern Washington Coast.png|thumb|350px|right|An expanse of [[driftwood]] along the northern [[coast]] of [[Washington state]].]]
{{Multiple image
[[File:Deep water wave after three periods.gif|thumb|350px|right|Stokes drift in deep water waves, with a [[wave length]] of about twice the water depth.
| image1 = Deep water wave.gif
Click [[:Image:Deep water wave.gif|here]] for an animation (4.15 MB).<br>
| direction = vertical
''Description (also of the animation)'':<br>
| width = 350
The red circles are the present positions of massless particles, moving with the [[flow velocity]]. The light-blue line gives the [[path (topology)|path]] of these particles, and the light-blue circles the particle position after each [[wave period]]. The white dots are fluid particles, also followed in time. In the case shown here, the [[mean]] Eulerian horizontal velocity below the wave [[trough (physics)|trough]] is zero.<br>
[[File:Deep| watercaption1 wave after= three periods.gif|thumb|350px|right|Stokes drift in deep [[water waves]], with a [[wave length]] of about twice the water depth.
Observe that the [[wave period]], experienced by a fluid particle near the [[free surface]], is different from the [[wave period]] at a fixed horizontal position (as indicated by the light-blue circles). This is due to the [[Doppler shift]].]]
| image2 = Shallow water wave.gif
[[File:Shallow| watercaption2 wave after= three wave periods.gif|thumb|350px|right|Stokes drift in shallow [[water waves]], with a [[wave length]] much longer than the water depth.
Click [[:Image:Shallow water wave.gif|here]] for an animation (1.29 MB).<br>
| footer = The red circles are the present positions of massless particles, moving with the [[flow velocity]]. The light-blue line gives the [[path (topology)|path]] of these particles, and the light-blue circles the particle position after each [[wave period]]. The white dots are fluid particles, also followed in time. In the casecases shown here, the [[mean]] Eulerian horizontal velocity below the wave [[trough (physics)|trough]] is zero.<br>
''Description (also of the animation)'':<br>
Observe that the [[wave period]], experienced by a fluid particle near the [[free surface]], is different from the [[wave period]] at a fixed horizontal position (as indicated by the light-blue circles). This is due to the [[Doppler shift]].]]
The red circles are the present positions of massless particles, moving with the [[flow velocity]]. The light-blue line gives the [[path (topology)|path]] of these particles, and the light-blue circles the particle position after each [[wave period]]. The white dots are fluid particles, also followed in time. In the case shown here, the [[mean]] Eulerian horizontal velocity below the wave [[trough (physics)|trough]] is zero.<br>
}}
Observe that the [[wave period]], experienced by a fluid particle near the [[free surface]], is different from the [[wave period]] at a fixed horizontal position (as indicated by the light-blue circles). This is due to the [[Doppler shift]].]]
[[File:Driftwood Expanse, Northern Washington Coast.png|thumb|350px|right|An expanse of [[driftwood]] along the northern [[coast]] of [[Washington state]]. Stokes drift – besides e.g. [[Ekman drift]] and [[geostrophic current]]s – is one of the relevant processes in the transport of [[marine debris]].<ref>See [[#Kubota1994|Kubota (1994)]].</ref>]]
 
For a pure [[wave]] [[motion (physics)|motion]] in [[fluid dynamics]], the '''Stokes drift velocity''' is the [[average]] [[velocity]] when following a specific [[fluid]] parcel as it travels with the [[fluid flow]]. For instance, a particle floating at the [[free surface]] of [[water waves]], experiences a net Stokes drift velocity in the direction of [[wave propagation]].
 
More generally, the Stokes drift velocity is the difference between the [[average]] [[Lagrangian and Eulerian coordinates|Lagrangian]] [[flow velocity]] of a fluid parcel, and the average [[Lagrangian and Eulerian coordinates|Eulerian]] [[flow velocity]] of the [[fluid]] at a fixed position. This [[nonlinear system|nonlinear]] phenomenon is named after [[George Gabriel Stokes]], who derived expressions for this drift in [[#Stokes1847|his 1847 study]] of [[water waves]].
 
The '''Stokes drift''' is the difference in end positions, after a predefined amount of time (usually one [[wave period]]), as derived from a description in the [[Lagrangian and Eulerian coordinates]]. The end position in the [[Lagrangian and Eulerian coordinates|Lagrangian description]] is obtained by following a specific fluid parcel during the time interval. The corresponding end position in the [[Lagrangian and Eulerian coordinates|Eulerian description]] is obtained by integrating the [[flow velocity]] at a fixed position—equal to the initial position in the Lagrangian description—during the same time interval.
 
The '''Stokes drift''' is the difference in end positions, after a predefined amount of time (usually one [[wave period]]), as derived from a description in the [[Lagrangian and Eulerian coordinates]]. The end position in the [[Lagrangian and Eulerian coordinates|Lagrangian description]] is obtained by following a specific fluid parcel during the time interval. The corresponding end position in the [[Lagrangian and Eulerian coordinates|Eulerian description]] is obtained by integrating the [[flow velocity]] at a fixed position—equal to the initial position in the Lagrangian description—during the same time interval.
<br>
The Stokes drift velocity equals the Stokes drift divided by the considered time interval.
Often, the Stokes drift velocity is loosely referred to as Stokes drift.
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In the [[Lagrangian and Eulerian coordinates|Lagrangian description]], fluid parcels may drift far from their initial positions. As a result, the unambiguous definition of an [[average]] Lagrangian velocity and Stokes drift velocity, which can be attributed to a certain fixed position, is by no means a trivial task. However, such an unambiguous description is provided by the ''[[Generalized Lagrangian Mean]]'' (GLM) theory of [[#Andrews-McIntyre1978|Andrews and McIntyre in 1978]].<ref>See [[#Craik1985|Craik (1985)]], page 105–113.</ref>
 
The Stokes drift is important for the [[mass transfer]] of allvarious kindkinds of materialsmaterial and organisms by oscillatory flows. FurtherIt theplays Stokesa driftcrucial isrole important forin the generation of [[Langmuir circulation]]s.<ref>See ''e.g.'' [[#Craik1985|Craik (1985)]], page 120.</ref>
For [[nonlinear]] and [[periodic function|periodic]] water waves, accurate results on the Stokes drift have been computed and tabulated.<ref>Solutions of the particle trajectories in fully nonlinear periodic waves and the Lagrangian wave period they experience can for instance be found in:<br>{{cite journal| author=J.M. Williams| title=Limiting gravity waves in water of finitefinite depth | journal=Philosophical Transactions of the Royal Society A | volume=302 | issue=1466 | pages=139–188 | year=1981| doi=10.1098/rsta.1981.0159 |bibcode = 1981RSPTA.302..139W | s2cid=122673867 }}<br>{{cite book| title=Tables of progressive gravity waves | author=J.M. Williams | year=1985 | publisher=Pitman | isbn=978-0-273-08733-5 }}</ref>
 
==Mathematical description==
 
The [[Lagrangian and Eulerian coordinates|Lagrangian motion]] of a fluid parcel with [[position vector]] ''x = '''ξ'''('''α''',&nbsp;t)'' in the Eulerian coordinates is given by:<ref name=Phil1977p43>See [[#Phillips1977|Phillips (1977)]], page 43.</ref>
: <math>
\dot{\boldsymbol{\xi}}\, =\, \frac{\partial \boldsymbol{\xi}}{\partial t}\,
=\, \boldsymbolmathbf{u}\big(\boldsymbol{\xi}(\boldsymbol{\alpha}, t), t\big),
</math>
where
where ''&part;'''ξ''' / &part;t'' is the [[partial derivative]] of '''''ξ'''('''α''',t)'' with respect to ''t'', and
:'''''ξ'''(''/∂''',t)'' is the Lagrangian [[positionpartial vectorderivative]] of a'''''ξ'''''('''''α''''', fluid''t'') parcel,with inrespect metersto ''t'',
: '''''uξ'''''('''x''α''''', ''t)'') is the EulerianLagrangian [[velocity]],position vector inof metersa perfluid [[second]]parcel,
: '''u'''('''x''', ''t'') is the Eulerian [[velocity]],
:'''''x''''' is the [[position vector]] in the [[Lagrangian and Eulerian coordinates|Eulerian coordinate system]], in meters,
: '''''α''x''' is the [[position vector]] in the [[Lagrangian and Eulerian coordinatesspecification of the flow field|LagrangianEulerian coordinate system]], in meters,
: '''''xα''''' is the [[position vector]] in the [[Lagrangian and Eulerian coordinatesspecification of the flow field|EulerianLagrangian coordinate system]], in meters,
: ''t'' is the [[time]], in [[second]]s.
Often, the Lagrangian coordinates '''''α''''' are chosen to coincide with the Eulerian coordinates '''''x''''' at the initial time ''t'' = ''t''<sub>0</sub>'' :<ref name=Phil1977p43/>
: <math>
\boldsymbol{\xi}(\boldsymbol{\alpha}, t_0)\, =\, \boldsymbol{\alpha}.
</math>
But also other ways of [[label]]ing the fluid parcels are possible.
 
If the [[average]] value of a quantity is denoted by an overbar, then the average Eulerian velocity vector '''''ū'''<sub>E</sub>'' and average Lagrangian velocity vector '''''ū'''<sub>L</sub>'' are:
:<math>
\begin{align}
\overline{bar\boldsymbolmathbf{u}_\text{E}_E\, &=\, \overline{\boldsymbolmathbf{u}(\boldsymbolmathbf{x}, t)},
\\
\overline{bar\boldsymbolmathbf{u}_\text{L}_L\, &=\, \overline{\dot{\boldsymbol{\xi}}(\boldsymbol{\alpha}, t)}\,
=\, \overline{\left(\frac{\partial \boldsymbol{\xi}(\boldsymbol{\alpha}, t)}{\partial t}\right)}\,
=\, \overline{\boldsymbol{u}\big(\boldsymbol{\xi}(\boldsymbol{\alpha}, t), t\big)}.
\end{align}
</math>
Different definitions of the [[average]] may be used, depending on the subject of study, (see [[Ergodic theory#Ergodic theorems|ergodic theory]]):
* [[time]] average,
* [[space]] average,
* [[ensemble average]] and ,
* [[phase (waves)|phase]] average.
Now, theThe Stokes drift velocity '''''ū'''<sub>S</sub>'' equalsis defined as the difference between the average Eulerian velocity and the average Lagrangian velocity:<ref>See ''e.g.'' [[#Craik1985|Craik (1985)]], page 84.</ref>
:<math>
\overline{bar\boldsymbolmathbf{u}_\text{S}_S\, =\, \overline{bar\boldsymbolmathbf{u}_\text{L}_L\, -\, \overline{bar\boldsymbolmathbf{u}_\text{E}_E.
</math>
In many situations, the [[map (mathematics)|mapping]] of average quantities from some Eulerian position '''''x''''' to a corresponding Lagrangian position '''''α''''' forms a problem. Since a fluid parcel with label '''''α''''' traverses along a [[path (topology)|path]] of many different Eulerian positions '''''x''''', it is not possible to assign '''''α''''' to a unique '''''x'''''.
A mathematically sound basis for an unambiguous mapping between average Lagrangian and Eulerian quantities is provided by the theory of the ''Generalized[[generalized Lagrangian Mean''mean]] (GLM) by [[#Andrews-McIntyre1978|Andrews and McIntyre (1978)]].
 
==Example: A one-dimensional compressible flow==
 
For the Eulerian velocity as a monochromatic wave of any nature in a continuous medium: <math>u = \hat{u} \sin\left( kx - \omega t \right),</math> one readily obtains by the [[perturbation theory]]{{snd}} with <math>k\hat{u}/\omega</math> as a small parameter{{snd}} for the particle position {{nobr|<math>x = \xi(\xi_0, t):</math>:}}
: <math>\dot{{\xi}} =\, {u}({\xi}, t) = \hat{u} \sin\, \left( k \xi - \omega t \right),</math>
: <math>
\xi(\xi_0, t) \approx \xi_0 + \frac{\hat{u}}{\omega} \cos(k\xi_0 - \omega t)+ - \frac14 \frac{k\hat{u}^2}{2\omega^2} \sin2sin 2(k\xi_0 - \omega t) + \frac12 \frac{k\hat{u}^2}{2\omega} t.
</math>
Here the last term describes the Stokes drift velocity <math>\tfrac12 k\hat{u}^2/\omega.</math><ref>See [[#Falkovich|Falkovich (2011)]], pages 71–72. There is a typo in the coefficient of the superharmonic term in Eq.&nbsp;(2.20) on page&nbsp;71, i.e <math>-\tfrac14</math> instead of <math>+\tfrac12.</math></ref>
 
==Example: Deep water waves==
[[File:Vitesses derive.png|right|400 px|thumb|Stokes drift under periodic waves in deep water, for a [[period (physics)|period]] ''T''&nbsp;=&nbsp;5&nbsp;s and a mean water depth of 25&nbsp;m. ''Left'': instantaneous horizontal [[flow velocity|flow velocities]]. ''Right'': [[Averageaverage]] flow velocities. Black solid line: average Eulerian velocity; red dashed line: average Lagrangian velocity, as derived from the ''[[Generalized Lagrangian Mean]]'' (GLM).]]
 
{{See also|Airy wave theory|Stokes wave}}
The Stokes drift was formulated for [[water waves]] by [[George Gabriel Stokes]] in 1847. For simplicity, the case of [[Infinity|infiniteinfinitely]]- deep water is considered, with [[linear]] [[wave propagation]] of a [[sinusoidal]] wave on the [[free surface]] of a fluid layer:<ref name=Phil1977p37>See ''e.g.'' [[#Phillips1977|Phillips (1977)]], page 37.</ref>
: <math>
\eta\, =\, a\, \cos\, \left( k xkx - \omega t \right),
</math>
where
: ''η'' is the [[elevation]] of the [[free surface]] in the ''z''- direction (meters),
: ''a'' is the wave [[amplitude]] (meters),
: ''k'' is the [[wave number]]: ''k'' = 2''π''/ ''λ'' ([[radian]]s per meter),
: ''ω'' is the [[angular frequency]]: ''ω'' = 2''π''/ ''T'' ([[radian]]s per [[second]]),
: ''x'' is the horizontal [[coordinate]] and the wave propagation direction (meters),
: ''z'' is the vertical [[coordinate]], with the positive ''z'' direction pointing out of the fluid layer (meters),
: ''λ'' is the [[wave length]] (meters), and
: ''T'' is the [[wave period]] ([[second]]s).
 
As derived below, the horizontal component ''ū''<sub>S</sub>''(''z'') of the Stokes drift velocity for deep-water waves is approximately:<ref name=Phil1977p44>See [[#Phillips1977|Phillips (1977)]], page 44. Or [[#Craik1985|Craik (1985)]], page 110.</ref>
 
:{{Equation box 1|equation=<math>
\overlinebar{u}_S_\,text{S} \approx\, \omega\, k\, a^2\, \text{e}^{2 k z2kz}\,
=\, \frac{4\pi^2\, a^2}{\lambda\, T}\, \text{e}^{4\pi\, z / \lambda}.
</math>}}
 
As can be seen, the Stokes drift velocity ''ū''<sub>S</sub>'' is a [[nonlinear]] quantity in terms of the wave [[amplitude]] ''a''. Further, the Stokes drift velocity decays exponentially with depth: at a depth of a quartquarter wavelength, ''z'' = −''λ''/4, it is about 4% of its value at the mean [[free surface]], ''z ''&nbsp;= &nbsp;0''.
 
===Derivation===
 
It is assumed that the waves are of [[infinitesimal]] [[amplitude]] and the [[free surface]] oscillates around the [[mean]] level ''z ''&nbsp;= &nbsp;0''. The waves propagate under the action of gravity, with a [[wikt:constant|constant]] [[acceleration]] [[Vector (geometric)|vector]] by [[gravity]] (pointing downward in the negative ''z''- direction). Further the fluid is assumed to be [[inviscid]]<ref>Viscosity has a pronounced effect on the mean Eulerian velocity and mean Lagrangian (or mass transport) velocity, but much less on their difference: the Stokes drift outside the [[Stokes boundary layer|boundary layers]] near bed and free surface, see for instance [[#Longuet-Higgins1953|Longuet-Higgins (1953)]]. Or [[#Phillips1977|Phillips (1977)]], pages &nbsp;53–58.</ref> and [[incompressible]], with a [[wikt:constant|constant]] [[mass density]]. The fluid [[flow (mathematics)|flow]] is [[irrotational]]. At infinite depth, the fluid is taken to be at [[rest (physics)|rest]].
 
Now the [[flow (mathematics)|flow]] may be represented by a [[velocity potential]] ''φ'', satisfying the [[Laplace equation]] and<ref name=Phil1977p37/>
:<math>
\varphi\, =\, \frac{\omega}{k}\, a\; \text{e}^{k zkz}\, \sin\, \left( k xkx - \omega t \right).
</math>
In order to have [[non-trivial]] solutions for this [[eigenvalue]] problem, the [[wave length]] and [[wave period]] may not be chosen arbitrarily, but must satisfy the deep-water [[dispersion (water waves)|dispersion]] relation:<ref name=Phil1977p38>See ''e.g.'' [[#Phillips1977|Phillips (1977)]], page 38.</ref>
: <math>
\omega^2\, =\, g\, k.gk
</math>
with ''g'' the [[acceleration]] by [[gravity]] in (''m / s<sup>2</sup>''). Within the framework of [[linear]] theory, the horizontal and vertical components, ''ξ<sub>x</sub>'' and ''ξ<sub>z</sub>'' respectively, of the Lagrangian position '''''ξ''''' are:<ref name=Phil1977p44/>
:<math>
\begin{align}
\xi_x\, &=\, x\, +\, \int\, \frac{\partial \varphi}{\partial x}\;, \text{d}t\,
=\, x\, -\, a\, \text{e}^{k zkz}\, \sin\, \left( k xkx - \omega t \right),
\\
\xi_z\, &=\, z\, +\, \int\, \frac{\partial \varphi}{\partial z}\;, \text{d}t\,
=\, z\, +\, a\, \text{e}^{k zkz}\, \cos\, \left( k xkx - \omega t \right).
\end{align}
</math>
The horizontal component ''ū''<sub>S</sub>'' of the Stokes drift velocity is estimated by using a [[Taylor expansion]] around '''''x''''' of the Eulerian horizontal- velocity component ''u<sub>x</sub>'' = &part;∂''ξ<sub>x</sub>'' / &part;∂''t'' at the position '''''ξ''''' :<ref name=Phil1977p43/>
:<math>
\begin{align}
\overlinebar{u}_S_\, text{S}
&=\, \overline{u_x(\boldsymbol{\xi}, t)}\, -\, \overline{u_x(\boldsymbolmathbf{x}, t)}\,
\\
&=\, \overline{\left[
u_x(\boldsymbolmathbf{x}, t)\,
+\, \left( \xi_x - x \right)\, \frac{\partial u_x(\boldsymbolmathbf{x}, t)}{\partial x}\,
+\, \left( \xi_z - z \right)\, \frac{\partial u_x(\boldsymbolmathbf{x}, t)}{\partial z}\,
+\, \cdots
\right] }
-\, \overline{u_x(\boldsymbolmathbf{x} ,t)}
\\
&\approx\, \overline{\left( \xi_x - x \right)\, \frac{\partial^2 \xi_x}{\partial x\, \partial t} }\,
+\, \overline{\left( \xi_z - z \right)\, \frac{\partial^2 \xi_x}{\partial z\, \partial t} }
\\
&=\, \overline{ \biggleft[ - a\, \text{e}^{k zkz}\, \sin\, \left( k xkx - \omega t )\right) \bigg]\,
\biggleft[ -\omega\, k\, a\,ka \text{e}^{k zkz}\, \sin\, \left( k xkx - \omega t )\right) \bigg] }\,
\\
&+\, \overline{ \biggleft[ a\, \text{e}^{k zkz}\, \cos\, \left( k xkx - \omega t )\right) \bigg]\,
\biggleft[ \omega\, k\, a\,ka \text{e}^{k zkz}\, \cos\, \left( k xkx - \omega t )\right) \bigg] }\,
\\
&=\, \overline{ \omega\, k\, aka^2\, \text{e}^{2 k z2kz}\,
\biggleft[ \sin^2\, \left( k xkx - \omega t \right) + \cos^2\, \left( k xkx - \omega t )\right) \bigg] }
\\
&=\, \omega\, k\, aka^2\, \text{e}^{2 k z2kz}.
\end{align}
</math>
 
==See also==
* [[Coriolis-StokesCoriolis–Stokes force]]
* [[Darwin drift]]
* [[Lagrangian and Eulerian coordinates]]
* [[Material derivative]]
 
==References==
 
===Historical===
*{{cite journal | author= A.D.D. Craik | year= 2005 | title= George Gabriel Stokes on water wave theory | journal= Annual Review of Fluid Mechanics | volume= 37 | pagesissue= 23–421 | doipages= 10.1146/annurev.fluid.37.061903.17583623–42 | urldoi= http://arjournals.annualreviews.org/doi/abs/10.1146/annurev.fluid.37.061903.175836?journalCode=fluid |bibcode = 2005AnRFM..37...23C }}
*<cite id=Stokes1847>{{cite journal | author= G.G. Stokes | year= 1847 | title= On the theory of oscillatory waves | journal= Transactions of the Cambridge Philosophical Society | volume= 8 | pages= 441–455 | ref=Stokes1847 }}<br>Reprinted in: {{cite book | author= G.G. Stokes | year= 1880 | title= Mathematical and Physical Papers, Volume I | publisher= Cambridge University Press | pages= 197–229 | url= httphttps://www.archive.org/details/mathphyspapers01stokrich }}</cite>
 
===Other===
*<cite id=Andrews-McIntyre1978>{{cite journal | author=D.G. Andrews and| author2=M.E. McIntyre | author2-link=Michael E. McIntyre | name-list-style=amp | year= 1978 | title= An exact theory of nonlinear waves on a Lagrangian mean flow | journal= Journal of Fluid Mechanics | volume= 89 | pages= 609–646 | url= http://journals.cambridge.org/action/displayAbstract?fromPage=online&aid=388265 | doi= 10.1017/S0022112078002773 |bibcode = 1978JFM....89..609A | issue=4 | s2cid=4988274 |ref=Andrews-McIntyre1978}}</cite>
*<cite id=Craik1985>{{cite book | author= A.D.D. Craik | title=Wave interactions and fluid flows | year=1985 | publisher=Cambridge University Press | isbn=978-0-521-36829-42|ref=Craik1985}}</cite>
*<cite id=Longuet-Higgins1953>{{cite journal | author= M.S. Longuet-Higgins | authorlinkauthor-link=Michael S. Longuet-Higgins | year= 1953 | title= Mass transport in water waves | journal= Philosophical Transactions of the Royal Society A | volume= 245 | pages= 535–581 | url= http://rsta.royalsocietypublishing.org/content/245/903/535 | doi= 10.1098/rsta.1953.0006 |bibcode = 1953RSPTA.245..535L | issue=903| s2cid=120420719 |ref=Longuet-Higgins1953}}</cite>
*<cite id=Phillips1977>{{cite book| first=O.M. | last=Phillips | author-link=Owen Martin Phillips |title=The dynamics of the upper ocean |publisher=Cambridge University Press | year=1977 | edition=2nd | isbn=978-0-521-29801-68 |ref=Phillips1977}}</cite>
*<cite id=Falkovich>{{cite book | author=G. Falkovich| year=2011 | title=Fluid Mechanics (A short course for physicists)|url=http://www.cambridge.org/gb/knowledge/isbn/item6173728/?site_locale=en_GB | publisher=Cambridge University Press | isbn=978-1-107-00575-4 |ref=Falkovich}}
*{{cite journal | title=A mechanism for the accumulation of floating marine debris north of Hawaii | last=Kubota |first=M. |year=1994 |doi=10.1175/1520-0485(1994)024<1059:AMFTAO>2.0.CO;2 |journal=Journal of Physical Oceanography |volume=24 |issue=5 |pages=1059–1064 |ref=Kubota1994 |bibcode = 1994JPO....24.1059K }}
 
==Notes==
{{reflistReflist|230em}}
 
{{physical oceanography}}