Wave force on composite bucket foundation of an offshore wind turbine

A new analytical expression for calculating the wave force on a composite bucket foundation is obtained. Based on the diffraction theory, the analytical solution of the wave pressure and the wave force on the composite bucket foundation is accurately derived by assigning reasonable boundary conditio...

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Published inJournal of hydrodynamics. Series B Vol. 28; no. 1; pp. 33 - 42
Main Author 练继建 于通顺 张金凤
Format Journal Article
LanguageEnglish
Published Singapore Elsevier Ltd 01.02.2016
Springer Singapore
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Online AccessGet full text
ISSN1001-6058
1878-0342
DOI10.1016/S1001-6058(16)60605-4

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Abstract A new analytical expression for calculating the wave force on a composite bucket foundation is obtained. Based on the diffraction theory, the analytical solution of the wave pressure and the wave force on the composite bucket foundation is accurately derived by assigning reasonable boundary conditions. Experiments for the wave pressure on the bucket foundation with a scale of 1:60 under different wave conditions in the wave flume are designed and conducted. The analytical results agree well with the experimental data, and the theoretical approach can accurately predict the wave force on the large-scale structures. The wave pressure distribution on the composite bucket foundation is presented and the influence of the wave height, the water depth and the wave period on the wave force on the composite bucket foundation is investigated. This study provides a quite accurate method to calculate the wave force on a composite bucket foundation, which gives a good framework for future studies of the wave force on other large-scale structures with complex boundaries.
AbstractList A new analytical expression for calculating the wave force on a composite bucket foundation is obtained. Based on the diffraction theory, the analytical solution of the wave pressure and the wave force on the composite bucket foundation is accurately derived by assigning reasonable boundary conditions. Experiments for the wave pressure on the bucket foundation with a scale of 1:60 under different wave conditions in the wave flume are designed and conducted. The analytical results agree well with the experimental data, and the theoretical approach can accurately predict the wave force on the large-scale structures. The wave pressure distribution on the composite bucket foundation is presented and the influence of the wave height, the water depth and the wave period on the wave force on the composite bucket foundation is investigated. This study provides a quite accurate method to calculate the wave force on a composite bucket foundation, which gives a good framework for future studies of the wave force on other large-scale structures with complex boundaries.
A new analytical expression for calculating the wave force on a composite bucket foundation is obtained. Based on the diffraction theory, the analytical solution of the wave pressure and the wave force on the composite bucket foundation is accurately derived by assigning reasonable boundary conditions. Experiments for the wave pressure on the bucket foundation with a scale of 1:60 under different wave conditions in the wave flume are designed and conducted. The analytical results agree well with the experimental data, and the theoretical approach can accurately predict the wave force on the large-scale structures. The wave pressure distribution on the composite bucket foundation is presented and the influence of the wave height, the water depth and the wave period on the wave force on the composite bucket foundation is investigated. This study provides a quite accurate method to calculate the wave force on a composite bucket foundation, which gives a good framework for future studies of the wave force on other large-scale structures with complex boundaries.
Author 练继建 于通顺 张金凤
AuthorAffiliation State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072,China College of Engineering, Ocean University of China, Qingdao 266100, China
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DocumentTitleAlternate Wave force on composite bucket foundation of an offshore wind turbine
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Keywords wave force
composite bucket foundation
diffraction theory
wave flume
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Notes 31-1563/T
Ji-jian LIAN , Tong-shun YU, Jin-feng ZHANG (1. State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, China;2. College of Engineering, Ocean University of China, Qingdao 266100, China)
A new analytical expression for calculating the wave force on a composite bucket foundation is obtained. Based on the diffraction theory, the analytical solution of the wave pressure and the wave force on the composite bucket foundation is accurately derived by assigning reasonable boundary conditions. Experiments for the wave pressure on the bucket foundation with a scale of 1:60 under different wave conditions in the wave flume are designed and conducted. The analytical results agree well with the experimental data, and the theoretical approach can accurately predict the wave force on the large-scale structures. The wave pressure distribution on the composite bucket foundation is presented and the influence of the wave height, the water depth and the wave period on the wave force on the composite bucket foundation is investigated. This study provides a quite accurate method to calculate the wave force on a composite bucket foundation, which gives a good framework for future studies of the wave force on other large-scale structures with complex boundaries.
wave force composite bucket foundation diffraction theory wave flume
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Snippet A new analytical expression for calculating the wave force on a composite bucket foundation is obtained. Based on the diffraction theory, the analytical...
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SubjectTerms Boundaries
Buckets
composite bucket foundation
diffraction theory
Engineering
Engineering Fluid Dynamics
Exact solutions
Fluid dynamics
Foundations
Hydrology/Water Resources
Mathematical analysis
Numerical and Computational Physics
Simulation
Water depth
wave flume
wave force
Wind turbines
复合
大型结构
实验数据
桶形基础
波浪力
海上
解析表达式
风力发电机组
Title Wave force on composite bucket foundation of an offshore wind turbine
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https://dx.doi.org/10.1016/S1001-6058(16)60605-4
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Volume 28
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