2018
DOI: 10.1177/1475090217721064
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Verification of a rapid mooring and foundation design tool

Abstract: Marine renewable energy devices require mooring and foundation systems that suitable in terms of device operation and are also robust and cost effective. In the initial stages of mooring and foundation development a large number of possible configuration permutations exist. Filtering of unsuitable designs is possible using information specific to the deployment site (i.e. bathymetry, environmental conditions) and device (i.e. mooring and/or foundation system role and cable connection requirements). The identif… Show more

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Cited by 1 publication
(2 citation statements)
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“…Assuming that the sea state follows a Rayleigh distribution, the 3-h most probable maximum wave can be calculated as [15]: Hmax = Hs 0.5 ln(N) = Hs 0.5 ln(3 h/Tz) = 1.9 Hs = 9.5 m (10) where N represent the number of oscillations; considering a 3-h sea state and a zero-crossing mean period (T Z ) of 7.9 s; N is approximatively equal to 1300 (N = 3 h/T Z ).…”
Section: Environmental Conditionsmentioning
confidence: 99%
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“…Assuming that the sea state follows a Rayleigh distribution, the 3-h most probable maximum wave can be calculated as [15]: Hmax = Hs 0.5 ln(N) = Hs 0.5 ln(3 h/Tz) = 1.9 Hs = 9.5 m (10) where N represent the number of oscillations; considering a 3-h sea state and a zero-crossing mean period (T Z ) of 7.9 s; N is approximatively equal to 1300 (N = 3 h/T Z ).…”
Section: Environmental Conditionsmentioning
confidence: 99%
“…The mooring systems assessment for large WECs in Demark were studied in [8,9], where the cost of different mooring systems was coarsely estimated. Mooring and foundation design of marine renewable energy (MRE) devices was performed in [10] using an open-source solution DTOcean (Optimal Design Tools for Ocean Energy Arrays), which is capable of capturing several key aspects of MRE array design and providing the design with lowest capital cost.…”
Section: Introductionmentioning
confidence: 99%