On-Bottom Stability Analysis of Cylinders under Tsunami-Like Solitary Waves

A two-dimensional (2D) laboratory investigation on the horizontal and vertical hydrodynamic forces induced by tsunami-like solitary waves on horizontal circular cylinders placed on a rigid sea bed is presented. A series of 30 physical model tests was conducted in the wave channel of the University o...

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Main Authors: Giuseppe Tripepi, Francesco Aristodemo, Paolo Veltri
Format: Article
Language:English
Published: MDPI AG 2018-04-01
Series:Water
Subjects:
Online Access:http://www.mdpi.com/2073-4441/10/4/487
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spelling doaj-448c789cbb854d019e8c2e91eed583592020-11-24T23:16:38ZengMDPI AGWater2073-44412018-04-0110448710.3390/w10040487w10040487On-Bottom Stability Analysis of Cylinders under Tsunami-Like Solitary WavesGiuseppe Tripepi0Francesco Aristodemo1Paolo Veltri2Dipartimento di Ingegneria Civile, Università della Calabria, via Bucci, cubo 42B, 87036 Arcavacata di Rende (CS), ItalyDipartimento di Ingegneria Civile, Università della Calabria, via Bucci, cubo 42B, 87036 Arcavacata di Rende (CS), ItalyDipartimento di Ingegneria Civile, Università della Calabria, via Bucci, cubo 42B, 87036 Arcavacata di Rende (CS), ItalyA two-dimensional (2D) laboratory investigation on the horizontal and vertical hydrodynamic forces induced by tsunami-like solitary waves on horizontal circular cylinders placed on a rigid sea bed is presented. A series of 30 physical model tests was conducted in the wave channel of the University of Calabria in which a rigid circular cylinder was equipped with 12 pressure transducers placed along its external surface to determine the wave loads, with three wave gauges to record the surface elevation. The observed experimental range was characterized by the prevalence of the inertia component for the horizontal forces and of the lift component for the vertical ones. On the basis of the performance of several time-domain methods, the wave loads and the undisturbed velocity and acceleration derived from the surface elevation of the cylinder section were used to calculate the drag, lift, and horizontal and vertical inertia coefficients in the practical Morison and transverse semi-empirical equations.http://www.mdpi.com/2073-4441/10/4/487tsunami-like solitary waveshorizontal cylindershydrodynamic loadsexperimental testsMorison and transverse equationshydrodynamic coefficients
collection DOAJ
language English
format Article
sources DOAJ
author Giuseppe Tripepi
Francesco Aristodemo
Paolo Veltri
spellingShingle Giuseppe Tripepi
Francesco Aristodemo
Paolo Veltri
On-Bottom Stability Analysis of Cylinders under Tsunami-Like Solitary Waves
Water
tsunami-like solitary waves
horizontal cylinders
hydrodynamic loads
experimental tests
Morison and transverse equations
hydrodynamic coefficients
author_facet Giuseppe Tripepi
Francesco Aristodemo
Paolo Veltri
author_sort Giuseppe Tripepi
title On-Bottom Stability Analysis of Cylinders under Tsunami-Like Solitary Waves
title_short On-Bottom Stability Analysis of Cylinders under Tsunami-Like Solitary Waves
title_full On-Bottom Stability Analysis of Cylinders under Tsunami-Like Solitary Waves
title_fullStr On-Bottom Stability Analysis of Cylinders under Tsunami-Like Solitary Waves
title_full_unstemmed On-Bottom Stability Analysis of Cylinders under Tsunami-Like Solitary Waves
title_sort on-bottom stability analysis of cylinders under tsunami-like solitary waves
publisher MDPI AG
series Water
issn 2073-4441
publishDate 2018-04-01
description A two-dimensional (2D) laboratory investigation on the horizontal and vertical hydrodynamic forces induced by tsunami-like solitary waves on horizontal circular cylinders placed on a rigid sea bed is presented. A series of 30 physical model tests was conducted in the wave channel of the University of Calabria in which a rigid circular cylinder was equipped with 12 pressure transducers placed along its external surface to determine the wave loads, with three wave gauges to record the surface elevation. The observed experimental range was characterized by the prevalence of the inertia component for the horizontal forces and of the lift component for the vertical ones. On the basis of the performance of several time-domain methods, the wave loads and the undisturbed velocity and acceleration derived from the surface elevation of the cylinder section were used to calculate the drag, lift, and horizontal and vertical inertia coefficients in the practical Morison and transverse semi-empirical equations.
topic tsunami-like solitary waves
horizontal cylinders
hydrodynamic loads
experimental tests
Morison and transverse equations
hydrodynamic coefficients
url http://www.mdpi.com/2073-4441/10/4/487
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AT francescoaristodemo onbottomstabilityanalysisofcylindersundertsunamilikesolitarywaves
AT paoloveltri onbottomstabilityanalysisofcylindersundertsunamilikesolitarywaves
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