Content area

Abstract

The calculation and evaluation of wave loads represent a critical component in the design process of offshore wind turbines, which is of significant value for ensuring the safety and stability of offshore wind turbines during operation. In recent years, as the offshore wind power industry has extended into deep-sea areas, wind turbines and their foundation structures have gradually increased in scale. Due to the continuously growing diameter of fixed foundation structures, the wave loads they endure can no longer be evaluated solely by traditional methods. This study simplifies the monopile foundation structure of wind turbines into an upright circular cylinder. The open-source CFD platform OpenFOAM is employed to establish a numerical wave tank, and large eddy simulation (LES) models are used to conduct numerical simulations of its force-bearing process in wave fields. Through this approach, the hydrodynamic loads experienced by the single-cylinder structure in wave fields and the surrounding wave field data are obtained, with further investigation into its hydrodynamic characteristics under different wave environments. By analyzing the wave run-up distribution around cylinders of varying diameters and their effects on incident waves, a more suitable value range for traditional theories in engineering design applications is determined. Additionally, the variation laws of horizontal wave loads on single-cylinder structures under different parameter conditions (such as cylinder diameter, wave steepness, water depth, etc.) are thoroughly studied. Corresponding hydrodynamic load coefficients are derived, and appropriate wave force calculation methods are established to address the impact of value errors in hydrodynamic load coefficients within the transition range from large-diameter to small-diameter cylinders in traditional theories on wave force evaluation. This contributes to enhancing the accuracy and practicality of engineering designs.

Details

1009240
Business indexing term
Title
Numerical Simulation of Hydrodynamic Characteristics for Monopile Foundations of Wind Turbines Under Wave Action
Author
Wang, Bin 1 ; Tang Mingfu 2 ; Jiang Zhenqiang 1 ; Dong Guohai 3 

 Key Laboratory of Far-Shore Wind Power Technology of Zhejiang Province, Hangzhou 311122, [email protected] (Z.J.), Power China Huadong Engineering Corporation Limited, Hangzhou 311122, China 
 Navigation College, Dalian Maritime University, Dalian 116026, China 
 State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China; [email protected] 
Publication title
Water; Basel
Volume
17
Issue
14
First page
2068
Number of pages
33
Publication year
2025
Publication date
2025
Publisher
MDPI AG
Place of publication
Basel
Country of publication
Switzerland
Publication subject
e-ISSN
20734441
Source type
Scholarly Journal
Language of publication
English
Document type
Journal Article
Publication history
 
 
Online publication date
2025-07-10
Milestone dates
2025-05-28 (Received); 2025-07-09 (Accepted)
Publication history
 
 
   First posting date
10 Jul 2025
ProQuest document ID
3233263888
Document URL
https://www.proquest.com/scholarly-journals/numerical-simulation-hydrodynamic-characteristics/docview/3233263888/se-2?accountid=208611
Copyright
© 2025 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.
Last updated
2025-07-25
Database
ProQuest One Academic