Measuring surface waves using the a pressure sensor?

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SUMMARY

This discussion focuses on measuring surface waves using pressure sensors, specifically addressing the relationship between hydrostatic and dynamic pressure in water. The total pressure is defined as P=-ρgz+δΦ/δt, where fluctuations in hydrostatic pressure are influenced by surface elevation changes. The user seeks clarification on how to isolate the dynamic pressure component at various depths, particularly when hydrostatic pressure remains dominant. The conversation emphasizes the need for understanding the attenuation factor K=cosh(z(k+h))/cosh(kh) in relation to pressure measurements.

PREREQUISITES
  • Understanding of fluid dynamics principles, particularly hydrostatic and dynamic pressure.
  • Familiarity with wave theory, including wave number (k) and wavelength (λ).
  • Knowledge of pressure measurement techniques in underwater environments.
  • Basic grasp of potential flow theory and its application to wave mechanics.
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  • Research the application of pressure sensors in marine environments, focusing on sensor calibration methods.
  • Study the mathematical derivation of the Stokes wave theory to understand nonlinear wave effects.
  • Explore advanced fluid dynamics simulations to model pressure variations in wave conditions.
  • Investigate techniques for isolating dynamic pressure measurements from total pressure readings in underwater settings.
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Marine engineers, oceanographers, and researchers involved in wave measurement and analysis, particularly those utilizing pressure sensors for underwater applications.

tmpst
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Not sure if this is an engineering or physics question, but here it goes:

I'm trying to wrap my head around the pressure field caused by waves. I'll recap to so anyone can check if I have made any incorrect assumptions:

If we ignore atmospheric pressure, the pressure in the water has a hydrostatic part -ρgz (z<0 if under water) and a dynamic part δΦ/δt, where Φ is the velocity potential. The kinematic part 0.5ρv2 is approximated away.

The total pressure is therefore P=-ρgz+δΦ/δt. This assumes a constant level for the surface. To solve the free surface we require that they cancel at the surface, essentially solving the free surface as η=(δΦ/δt)/(ρg), which will be a sine wave.

By solving Φ we also know that the dynamic pressure δΦ/δt is attenuated at a rate K=cosh(z(k+h))/cosh(kh), where h is the total water depth, k=2π/λ is the wave number and h<z<0 is the depth we are calculating the pressure.

So here is the thing I am having problem with: The hydrostatic pressure is now fluctuating because of the elevation changes in the free surface. At the surface these fluctuations are equal to the fluctuations in the dynamic pressure (caused by the variations in the horizontal velocity, right?). If we now measure the pressure at e.g. 20 m depth, we will measure a fluctuating hydrostatic pressure and an attenuated dynamic pressure. The fluctuations in the dynamic pressure will be smaller than the fluctuations in the hydrostatic pressure (or equal in shallow water). I have understood that when wanting to measure waves the pressure readings are compensated by the factor K=cosh(z(k+h))/cosh(kh) to "move back" to the surface and solve the surface. However, isn't a major part of both the measured absolute pressure and the measured fluctuations from the hydrostatic part, which is not attenuated no matter how deep we go?

E.g the total measured pressure is the fluctuating hydrostatic part Ph=-ρgz+ρgη and the dynamic part which is equal to the fluctuations in the hydrostatic part, but attenuated Pd=Kρgη. Total pressure is therefore P=Ph+Pd=(K+1)ρgη-zρg. Do we just enter K and solve for η, or is there any way to measure just the dynamic part Pd at any depth by measuring the varying horizontal flow? If we have to measure the total pressure, why can't we just solve η from the fluctuations in the hydrostatic part even if we would be deep enough that K~0 (i.e. over λ/s deep)? Sure they are small in comparison to the total pressure, but the dynamic part is even smaller?

What am I missing here? Can anyone please help?
 
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The theory I outlined is the linear theory, not the Stokes' theory. Also, the only time pressure is mentioned in the article is when the dynamic boundary condition is discussed. Since it is similar as in the linear theory, it does not deepen my understanding. If I missed something, could you point out which part of the article sheds light on my problem?
 
Input terminated .
 

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