The use of wind tunnel facilities to estimate hydrodynamic data

Experimental laboratory testing of vortex-induced structural oscillations in flowing water is an expensive and time-consuming procedure, and the testing of high Reynolds number flow regimes is complicated due to the requirement of either a large-scale or high-speed facility. In most cases, Reynolds...

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Main Authors: Hoffmann Kristoffer, Rasmussen Johannes Tophøj, Hansen Svend Ole, Reiso Marit, Isaksen Bjørn, Aasland Tale Egeberg
Format: Article
Language:English
Published: EDP Sciences 2016-01-01
Series:EPJ Web of Conferences
Online Access:http://dx.doi.org/10.1051/epjconf/201611402040
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spelling doaj-0a551d05bc704b8a9d2169653361e2992021-08-02T09:44:25ZengEDP SciencesEPJ Web of Conferences2100-014X2016-01-011140204010.1051/epjconf/201611402040epjconf_efm2016_02040The use of wind tunnel facilities to estimate hydrodynamic dataHoffmann Kristoffer0Rasmussen Johannes Tophøj1Hansen Svend Ole2Reiso Marit3Isaksen Bjørn4Aasland Tale Egeberg5Svend Ole Hansen ApSSvend Ole Hansen ApSSvend Ole Hansen ApSReinertsen ASNorwegian Public Roads AdministrationNorwegian Public Roads AdministrationExperimental laboratory testing of vortex-induced structural oscillations in flowing water is an expensive and time-consuming procedure, and the testing of high Reynolds number flow regimes is complicated due to the requirement of either a large-scale or high-speed facility. In most cases, Reynolds number scaling effects are unavoidable, and these uncertainties have to be accounted for, usually by means of empirical rules-of-thumb. Instead of performing traditional hydrodynamic measurements, wind tunnel testing in an appropriately designed experimental setup may provide an alternative and much simpler and cheaper framework for estimating the structural behavior under water current and wave loading. Furthermore, the fluid velocities that can be obtained in a wind tunnel are substantially higher than in a water testing facility, thus decreasing the uncertainty from scaling effects. In a series of measurements, wind tunnel testing has been used to investigate the static response characteristics of a circular and a rectangular section model. Motivated by the wish to estimate the vortex-induced in-line vibration characteristics of a neutrally buoyant submerged marine structure, additional measurements on extremely lightweight, helium-filled circular section models were conducted in a dynamic setup. During the experiment campaign, the mass of the model was varied in order to investigate how the mass ratio influences the vibration amplitude. The results show good agreement with both aerodynamic and hydrodynamic experimental results documented in the literature.http://dx.doi.org/10.1051/epjconf/201611402040
collection DOAJ
language English
format Article
sources DOAJ
author Hoffmann Kristoffer
Rasmussen Johannes Tophøj
Hansen Svend Ole
Reiso Marit
Isaksen Bjørn
Aasland Tale Egeberg
spellingShingle Hoffmann Kristoffer
Rasmussen Johannes Tophøj
Hansen Svend Ole
Reiso Marit
Isaksen Bjørn
Aasland Tale Egeberg
The use of wind tunnel facilities to estimate hydrodynamic data
EPJ Web of Conferences
author_facet Hoffmann Kristoffer
Rasmussen Johannes Tophøj
Hansen Svend Ole
Reiso Marit
Isaksen Bjørn
Aasland Tale Egeberg
author_sort Hoffmann Kristoffer
title The use of wind tunnel facilities to estimate hydrodynamic data
title_short The use of wind tunnel facilities to estimate hydrodynamic data
title_full The use of wind tunnel facilities to estimate hydrodynamic data
title_fullStr The use of wind tunnel facilities to estimate hydrodynamic data
title_full_unstemmed The use of wind tunnel facilities to estimate hydrodynamic data
title_sort use of wind tunnel facilities to estimate hydrodynamic data
publisher EDP Sciences
series EPJ Web of Conferences
issn 2100-014X
publishDate 2016-01-01
description Experimental laboratory testing of vortex-induced structural oscillations in flowing water is an expensive and time-consuming procedure, and the testing of high Reynolds number flow regimes is complicated due to the requirement of either a large-scale or high-speed facility. In most cases, Reynolds number scaling effects are unavoidable, and these uncertainties have to be accounted for, usually by means of empirical rules-of-thumb. Instead of performing traditional hydrodynamic measurements, wind tunnel testing in an appropriately designed experimental setup may provide an alternative and much simpler and cheaper framework for estimating the structural behavior under water current and wave loading. Furthermore, the fluid velocities that can be obtained in a wind tunnel are substantially higher than in a water testing facility, thus decreasing the uncertainty from scaling effects. In a series of measurements, wind tunnel testing has been used to investigate the static response characteristics of a circular and a rectangular section model. Motivated by the wish to estimate the vortex-induced in-line vibration characteristics of a neutrally buoyant submerged marine structure, additional measurements on extremely lightweight, helium-filled circular section models were conducted in a dynamic setup. During the experiment campaign, the mass of the model was varied in order to investigate how the mass ratio influences the vibration amplitude. The results show good agreement with both aerodynamic and hydrodynamic experimental results documented in the literature.
url http://dx.doi.org/10.1051/epjconf/201611402040
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