VIDEO: Vryhof Successfully Tested Stevshark Rex

18mT Stevshark®Rex after biting calcarenite

Vryhof, designer, manufacturer and supplier of drag anchors and related mooring equipment, has successfully completed extensive field tests with the Stevshark Rex anchor in Australian waters, proving its suitability for hard soils and carbonate rocks.

“This completely new anchor with its radically new fluke and shank geometries has already been designated by insiders as the ‘game changer’ in the mooring industry,” said the company.

In 2016 a total of 15 tests were successfully carried out at three locations in the North Sea famed for their anchoring problems with stiff clays.

In early 2017 the new anchor was used in the United Arab Emirates by a rock cutter suction dredger on cemented soils. The results received from this site were also very positive.

For the most recent test Vryhof selected test sites offshore Australia in close collaboration with Woodside Energy, one of the major Australian operators.

“We were very interested in getting the test results of the Stevshark®Rex anchor in remote and challenging territories such as the Angel Field in the North West Shelf of Australia with complex cemented soils of carbonite origin or calcarenite to calcilutite to limestone rocks,” explained Amy Rathmel, Geotechnical Engineer with Woodside Energy.

“These geological settings can be quite brutal and very hard, so difficult for an anchor to embed.”

Within a period of several days, Deep Sea Mooring Australia coordinated and executed the test.

The 18 tonnes Stevshark Rex anchor with 7.2 tonnes ballast was tested in one hundred meters of water at four different locations, each with their own ‘extreme’ soil characteristics. For the execution of the tests, Farstad’s ‘Far Scorpion’, having a bollard pull of 251 tonnes, was deployed.

The first test took place in a carbonate silty sand seabed, up to 4 meters thick and overlaying calcarenite rock.

The second test was performed in a thinner sediment (1 – 2 meters), also with rocks beneath.

The soil for the third test consisted of calcarenite rock with rough/irregular topography, while the last test was in calcarenite rock with a smooth bedrock surface.

All of the tests were successful.

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