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 in | Journal of hydrodynamics. Series B Vol. 28; no. 1; pp. 33 - 42 |
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Main Author | |
Format | Journal Article |
Language | English |
Published |
Singapore
Elsevier Ltd
01.02.2016
Springer Singapore |
Subjects | |
Online Access | Get full text |
ISSN | 1001-6058 1878-0342 |
DOI | 10.1016/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. |
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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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Cites_doi | 10.1016/j.oceaneng.2005.07.009 10.1016/j.apor.2008.01.001 10.1016/S1001-6058(15)60454-1 10.1016/S0029-8018(02)00104-X 10.1007/s12209-011-1644-y 10.1007/BF02823369 10.4028/www.scientific.net/AMM.405-408.1420 10.1016/S1001-6058(07)60020-1 10.1016/S0029-8018(99)00004-9 10.1016/j.apor.2007.05.005 10.1190/1.2437700 10.1007/s12209-012-1661-5 10.1098/rsta.2003.1286 10.1061/(ASCE)0733-950X(2009)135:5(200) 10.1016/j.apor.2006.02.001 10.1007/s12209-013-2099-0 10.1017/S0022112001004931 |
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Copyright | 2016 Publishing House for Journal of Hydrodynamics China Ship Scientific Research Center 2016 Copyright © Wanfang Data Co. Ltd. All Rights Reserved. |
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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 ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 23 |
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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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