2022
DOI: 10.1016/j.wse.2021.12.010
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Countermeasures for local scour at offshore wind turbine monopile foundations: A review

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Cited by 41 publications
(20 citation statements)
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“…Currently, there are a limited and scattered number of studies on the countermeasures (and their technical requirements) for lessening the scouring effect; this is due to their to varied hydraulic situations, including stability, reliability, and resistance capacity. Previously published literature reviews (such as [21,22]) are limited to monopile foundations only and subsequently have failed to provide a comprehensive overview of scour protection measures for OWTs (including the effectiveness and ecological impact of scour protection measures with different foundation types). Therefore, there is a need to credibly summarize scour protection measures for OWTs, encompassing related research advances made in recent years to develop an integrated portfolio of scour protection measures for OWTs and inform future research and policy needs.…”
Section: Introductionmentioning
confidence: 99%
“…Currently, there are a limited and scattered number of studies on the countermeasures (and their technical requirements) for lessening the scouring effect; this is due to their to varied hydraulic situations, including stability, reliability, and resistance capacity. Previously published literature reviews (such as [21,22]) are limited to monopile foundations only and subsequently have failed to provide a comprehensive overview of scour protection measures for OWTs (including the effectiveness and ecological impact of scour protection measures with different foundation types). Therefore, there is a need to credibly summarize scour protection measures for OWTs, encompassing related research advances made in recent years to develop an integrated portfolio of scour protection measures for OWTs and inform future research and policy needs.…”
Section: Introductionmentioning
confidence: 99%
“…This is a critical issue for the reliable design of the offshore wind turbine foundations. In the literature, several studies are available that utilize CFD simulations to examine the monopile-type foundation in breaking waves, [23][24][25] analyze the slamming effects, 26,27 investigate the flow and scour around the monopile 28,29 and identify the second-order hydrodynamic loads. 30,31 The high-fidelity simulations provide an accurate solution yet demand expensive computational cost.…”
Section: Introductionmentioning
confidence: 99%
“…Scouring is a significant and crucial process that may take place near the piers and abutments and cause the bridge to collapse catastrophically [1]. There are significant parallels between the local scour process and what happens around piers and abutments [2][3][4]. As a result, it's crucial to accurately and thoroughly estimate the local scour around piers and abutments.…”
Section: Introductionmentioning
confidence: 99%