CMS-Flow Hydrodnamics: Variable Definitions: Difference between revisions

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=References=
* Mei, C. 1989. The applied dynamics of ocean surface waves. New York: John Wiley.
* Phillips, O. M. 1977. The dynamics of the upper ocean. (2nd Edition). Cambridge, England: Cambridge University Press.
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Revision as of 16:47, 14 January 2015


The instantaneous current velocity ui is split into:

 

ui=ui¯+ui~+ui'

(1)

in which

ui¯ = current (wave-averaged) velocity [m/s]
ui~ = wave (oscillatory) velocity [m/s]with wave-average ui~¯=0 below the wave trough
ui' = turbulent fluctuation [m/s] with ensemble average ui' = 0 and wave average ui'¯ = 0

The wave-averaged total volume flux is defined as

 

hVi=zbηuidz

(2)

where

h = wave-averaged water depth h=η¯zb (Figure 2-1) [m]
Vi = total mean mass flux velocity or simply total flux velocity [m/s]
η = instantaneous water level with respect to the Still Water Level (SWL) [m]
η¯ = wave-averaged water surface elevation with respect to the SWL (Figure 2-1) [m]
zb = bed elevation with respect to the SWL (Figure 2-1) [m]


The total flux velocity is also referred to as the mean transport velocity (Phillips 1977) and mass transport velocity (Mei 1983). The current volume flux is defined as

 

hUi=zbη¯ui¯dz

(3)

where Ui is the depth-averaged current velocity. Similarly, the wave volume flux is defined as by

 

Qwi=hUwi=ηtηui~dz

(4)

where

Uwi = depth-averaged wave flux velocity [m/s]
ηt = wave trough elevation [m]


Therefore the total flux velocity may be written as

 

Vi=Ui+Uwi

(5)

References

  • Mei, C. 1989. The applied dynamics of ocean surface waves. New York: John Wiley.
  • Phillips, O. M. 1977. The dynamics of the upper ocean. (2nd Edition). Cambridge, England: Cambridge University Press.

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