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Undertow (water waves)

From Wikipedia, the free encyclopedia
Return flow below nearshore water waves
This article is about undertow beneath water waves. For other uses, seeUndertow (disambiguation).
This article is about an offshore current under all near-shore waves and is not to be confused withRip current.
A sketch of the undertow (below the wave troughs) and the shore-directed wave-inducedmass transport (above the troughs) in a vertical cross-section across (a part of) the surf zone. Sketch from:Buhr Hansen & Svendsen (1984); MWS = mean water surface.

Inphysical oceanography,undertow is theundercurrent that moves offshore whilewaves approach the shore. Undertow is a natural and universal feature for almost any largebody of water; it is a return flow compensating for the onshore-directed average transport of water by the waves in the zone above thewave troughs. The undertow'sflow velocities are generally strongest in thesurf zone, where the water is shallow and the waves are high because ofshoaling.[1]

In popular usage, the wordundertow is often misapplied torip currents.[2] An undertow occurs everywhere, underneath the shore-approaching waves, whereas rip currents are localized narrow offshore currents occurring at certain locations along the coast and most forceful by the water's surface.[3][4]

Oceanography

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An "undertow" is a steady, offshore-directed compensation flow, which occurs below waves near the shore. Physically, nearshore, the wave-inducedmass flux betweenwave crest andtrough is onshore directed. This mass transport is localized in the upper part of thewater column, i.e. above thewave troughs. To compensate for the amount of water being transported towards the shore, a second-order (i.e. proportional to thewave heightsquared), offshore-directed mean current takes place in the lower section of the water column. This flow – the undertow – affects the nearshore waves everywhere, unlike rip currents localized at certain positions along the shore.[5]

The term undertow is used in scientific coastal oceanography papers.[6][7][8] The distribution offlow velocities in the undertow over the water column is important as it strongly influences the on- or offshoretransport of sediment. Outside the surf zone there is anear-bed onshore-directed sediment transport induced byStokes drift and skewed-asymmetric wave transport. In the surf zone, strong undertow generates a near-bed offshore sediment transport. These antagonistic flows may lead tosand bar formation where the flows converge near thewave breaking point, or in the wave breaking zone.[6][7][8][9]

Meanflow-velocity vectors in the undertow underplunging waves, as measured in a laboratorywave flume – byOkayasu, Shibayama & Mimura (1986). Below thewave trough, the mean velocities are directed offshore. The beach slope is 1:20; note that the vertical scale is distorted relative to the horizontal scale.

Seaward mass flux

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An exact relation for the mass flux of anonlinearperiodic wave on aninviscid fluid layer was established byLevi-Civita in 1924.[10] In aframe of reference according toStokes' first definition of wave celerity, the mass fluxMw{\displaystyle M_{w}} of the wave is related to the wave'skinetic energy densityEk{\displaystyle E_{k}} (integrated over depth and thereafteraveraged overwavelength) andphase speedc{\displaystyle c} through:

Mw=2Ekc.{\displaystyle M_{w}={\frac {2E_{k}}{c}}.}

Similarly,Longuet Higgins showed in 1975 that – for the common situation of zero mass flux towards the shore (i.e.Stokes' second definition of wave celerity) – normal-incident periodic waves produce a depth- and time-averaged undertow velocity:[11]

u¯=2Ekρch,{\displaystyle {\bar {u}}=-{\frac {2E_{k}}{\rho ch}},}

withh{\displaystyle h} the mean water depth andρ{\displaystyle \rho } the fluiddensity. The positive flow direction ofu¯{\displaystyle {\bar {u}}} is in the wave propagation direction.

For small-amplitude waves, there isequipartition of kinetic (Ek{\displaystyle E_{k}}) andpotential energy (Ep{\displaystyle E_{p}}):

Ew=Ek+Ep2Ek2Ep,{\displaystyle E_{w}=E_{k}+E_{p}\approx 2E_{k}\approx 2E_{p},}

withEw{\displaystyle E_{w}} the total energy density of the wave, integrated over depth and averaged over horizontal space. Since in general the potential energyEp{\displaystyle E_{p}} is much easier to measure than the kinetic energy, the wave energy is approximatelyEw18ρgH2{\displaystyle {E_{w}\approx {\tfrac {1}{8}}\rho gH^{2}}} (withH{\displaystyle H} thewave height). So

u¯18gH2ch.{\displaystyle {\bar {u}}\approx -{\frac {1}{8}}{\frac {gH^{2}}{ch}}.}

For irregular waves the required wave height is theroot-mean-square wave heightHrms8σ,{\displaystyle H_{\text{rms}}\approx {\sqrt {8}}\;\sigma ,} withσ{\displaystyle \sigma } thestandard deviation of the free-surface elevation.[12]The potential energy isEp=12ρgσ2{\displaystyle E_{p}={\tfrac {1}{2}}\rho g\sigma ^{2}} andEwρgσ2.{\displaystyle E_{w}\approx \rho g\sigma ^{2}.}

The distribution of the undertow velocity over the water depth is a topic of ongoing research.[6][7][8]

Confusion with rip currents

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Main article:Rip current

In contrast to undertow, rip currents are responsible for the great majority of drownings close to beaches. When a swimmer enters a rip current, it starts to carry them offshore. The swimmer can exit the rip current by swimming at right angles to the flow, parallel to the shore, or by simply treading water or floating until the rip releases them. However, drowning can occur when swimmers exhaust themselves by trying unsuccessfully to swim directly against the flow of a rip.

On theUnited States Lifesaving Association website, it is noted that some uses of the word "undertow" are incorrect:

A rip current is a horizontal current. Rip currents do not pull people under the water—they pull people away from shore. Drowning deaths occur when people pulled offshore are unable to keep themselves afloat and swim to shore. This may be due to any combination of fear, panic, exhaustion, or lack of swimming skills.In some regions, rip currents are referred to by other, incorrect terms such as "rip tides" and "undertow". We encourage exclusive use of the correct term—rip currents. Use of other terms may confuse people and negatively impact public education efforts.[2]

See also

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  • Longshore current – Sediment moved by the longshore currentPages displaying short descriptions of redirect targets

References

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Notes

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  1. ^Svendsen, I. A. (1984). "Mass flux and undertow in a surf zone".Coastal Engineering Journal.8 (4):347–365.doi:10.1016/0378-3839(84)90030-9.
  2. ^abUnited States Lifesaving Association Rip Current Survival Guide,United States Lifesaving Association,archived from the original on 2014-01-02, retrieved2014-01-02
  3. ^MacMahan, J. H.; Thornton, E. B.; Reniers, A. J. H. M. (2006). "Rip current review".Coastal Engineering Journal.53 (2):191–208.doi:10.1016/j.coastaleng.2005.10.009.hdl:10945/45734.S2CID 14128900.
  4. ^"Rip Current Characteristics".College of Earth, Ocean, and Environment, University of Delaware.Archived from the original on 26 July 2013. Retrieved2009-01-16.
  5. ^Lentz, S.J.; Fewings, M.; Howd, P.; Fredericks, J.; Hathaway, K. (2008), "Observations and a Model of Undertow over the Inner Continental Shelf",Journal of Physical Oceanography,38 (11):2341–2357,Bibcode:2008JPO....38.2341L,doi:10.1175/2008JPO3986.1,hdl:1912/4067
  6. ^abcGarcez Faria, A.F.; Thornton, E.B.; Lippman, T.C.; Stanton, T.P. (2000), "Undertow over a barred beach",Journal of Geophysical Research,105 (C7): 16,999–17, 010,Bibcode:2000JGR...10516999F,doi:10.1029/2000JC900084
  7. ^abcHaines, J.W.; Sallenger Jr., A.H. (1994),"Vertical structure of mean cross-shore currents across a barred surf zone",Journal of Geophysical Research,99 (C7): 14,223–14, 242,Bibcode:1994JGR....9914223H,doi:10.1029/94JC00427
  8. ^abcReniers, A.J.H.M.; Thornton, E.B.; Stanton, T.P.; Roelvink, J.A. (2004), "Vertical flow structure during Sandy Duck: Observations and modeling",Coastal Engineering,51 (3):237–260,doi:10.1016/j.coastaleng.2004.02.001
  9. ^Longuet-Higgins, M.S. (1983), "Wave set-up, percolation and undertow in the surf zone",Proceedings of the Royal Society of London A,390 (1799):283–291,Bibcode:1983RSPSA.390..283L,doi:10.1098/rspa.1983.0132,S2CID 109502295
  10. ^Levi-Civita, T. (1924),Questioni di meccanica classica e relativista, Bologna: N. Zanichelli,OCLC 441220095,archived from the original on 2015-06-15
  11. ^Longuet-Higgins, M.S. (1975), "Integral properties of periodic gravity waves of finite amplitude",Proceedings of the Royal Society of London A,342 (1629):157–174,Bibcode:1975RSPSA.342..157L,doi:10.1098/rspa.1975.0018,S2CID 123723040
  12. ^Battjes, J.A.; Stive, M.J.F. (1985),"Calibration and verification of a dissipation model for random breaking waves",Journal of Geophysical Research,90 (C5):9159–9167,Bibcode:1985JGR....90.9159B,doi:10.1029/JC090iC05p09159

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