Diffraction analysis in determining wave force on piles, Civil Engineering

Assignment Help:

The Morison equation vs. diffraction analysis in determining wave force on piles

The choice between Morison's equation and diffraction analysis in determining the wave forces on piles depends on the ratio between the diameters of piles to wavelength. If the ratio between diameters of piles to wavelength is less than 0.2, Morison equation is typically recommended. Reason behind this is that effect of viscosity and separation is significant below this ratio. Quite the reverse, if the ratio between diameters of piles to wavelength exceeds 0.2, waves are scattered with negligible occurrence of separation. Diffraction analysis is adopted to calculate the wave forces on piles.


Related Discussions:- Diffraction analysis in determining wave force on piles

Work, Grouted or Penetration Macadam:

Grouted or Penetration Macadam:

Shear stress, Shear stress distribution in circular section

Shear stress distribution in circular section

Define underwater magnetic particle testing, Define Underwater Magnetic Par...

Define Underwater Magnetic Particle Testing? Underwater magnetic particle testing (UWMT) is a non-destructive testing suited for detection of surface cracks or discontinuities

Steel tubular marine piles, Question Give genuine reason that why are ...

Question Give genuine reason that why are steel tubular marine piles often driven open-ended? Answer In marine structure where piles are constantly topic to major la

How can designer cater for stability of minor slips, Question Soil nail...

Question Soil nails are mostly designed for stabilization of key slips . How can designer cater for stability of minor slips? Answer There are many methods to treat mi

Cross-section of exogenous tree, The cross-section of exogenous tree is as ...

The cross-section of exogenous tree is as shown in given figure.The following components are visible to the naked eye:           Cross-section of exogeneous tree 1. P

Explain the dupuit equations for unconfined aquifers, Explain the Dupuit Eq...

Explain the Dupuit Equations for Unconfined Aquifers   Using natural log: Q = ΠK((h 2 ) 2 - (h 1 ) 2 )/ln(r 2 /r 1 )  Using log 10 :   Q = K((h 2 ) 2 - (h 1 ) 2 )/((1055)l

Write Your Message!

Captcha
Free Assignment Quote

Assured A++ Grade

Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!

All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd