Wave kinematics and response of slender offshore constructions

The full-scale measurements of waves, currents, and hydrodynamic response of vibrating pipes conducted in the Tyra Field in the year 1994 have been analysed. The results have lead to a far better understanding of the wave and current conditions in the North Sea.

Project description

The objective of the project is to develop and verify improved models for wave load on slender structures such as conductors and risers and their response. This enables future constructins to be optimized. The project is based on the data obtained from the EFP-91 project 'Hydrodynamic loads on slender structures'. During this project a unique series of field measurements of wave kinematics and hydroelastic vibrations were made at the Tyra field. A new acoustic wave kinematics measurement instrument was also developed. Based on the results of the field measurements improved drag- and inertia coefficients will be developed for vibrating constructions in the splash zone, and improved criteria for the growth and decay of vortex shedding induced vibration will also be developed. The results of the project are important for new constructions as well as enlarging and lifetime extension of old installations. The project is performed in cooperation with the Institute of Ocean Sciences, Canada, supported by the National Energy Board of Canada

Results

It has also proven that slender structures vibrate substantially in hydroelastic vibrations in high waves. The vibrations are decisive for the fatigue life. The hydrodynamics and hydrodynamic coefficients for the vortex induced vibrations in these waves have been verified. It is recognised that the highest waves are near-breaking waves which in general have far higher velocities in the crest than the theorietical waves used in the design of offshore structures. The very high velocities in these waves also excite hydroelastic vibrations. Although the excitation only takes place during the passage of the waves it has been found that vibrational amplitudes of above 1 member diameter develope. It can be seen that the lower modes are excited as standing modes carrying the vibration over from wave to wave. The high velocities also generated transient vibrations which were too short to develope into the standing modes. The measurements have confirmed that the vortex induced vibrations cause an increase in the drag coefficient. On the other hand the drag coefficient can be reduced in the zone underneath the instantaneous surface due to air draw down and cavitation. Based on the measurements a recommended Practice for Design of Slender Offshore Structures have been worked out. In addition to the major findings new methods under for underwater acoustical velocity measurements have been developed. It is a development which can lead to a new generation of monitoring instruments for offshore standard

Key figures

Period:
1996 - 1999
Funding year:
1996
Own financial contribution:
3.90 mio. DKK
Grant:
2.00 mio. DKK
Funding rate:
34 %
Project budget:
5.81 mio. DKK

Category

Oprindelig title
Bølgekinematik og respons af slanke offshore konstruktioner
Programme
EFP
Technology
Other
Project type
Forskning
Case no.
1313/96-0008

Participants

LIC Engineering A/S (Main Responsible)
Partners and economy
Partner Subsidy Auto financing
DHI

Contact

Kontakperson
Pedersen, Bjarne
Comtact information
LIC Engineering A/S
Ehlersvej 24
DK-2900 Hellerup, Denmark
Pedersen, Bjarne (Ph.D., civ.ing.), 39621642, bjarkep@login.dknet.dk
Øvr. Partnere: Dansk Hydraulisk Institut

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