MACHANISM OF LOCAL SCOUR PREVENTION AROUND MONOPILE OFFSHORE WIND TURBINE
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- CHEN Syaoyue
- 中央大学大学院 理工学研究科都市人間環境専攻
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- ENOMOTO Yota
- 中央大学大学院 理工学研究科都市人間環境専攻
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- WATANABE Masashi
- 中央大学 理工学部都市環境学科
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- HAMACHI Katsuya
- 株式会社大林組
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- ISHIGAKI Takumi
- 株式会社大林組
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- ARIKAWA Taro
- 中央大学 理工学部都市環境学科
Bibliographic Information
- Other Title
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- モノパイル式洋上風力発電設備の基礎地盤における局所洗掘とその防止に関する研究
Description
<p> For the scour protection against local scouring phenomena in the foundation of monopile offshore wind farms, there are still many quantitative studies on the necessary scour protection area. In addition, it is necessary to consider the scale effect in hydraulic model experiments dealing with geomaterials. In this study, we conducted experiments at two different scales, 1/65 and 1/130, compared to the previous large-scale experiment at 1/13 scale. From the experiments, the appropriate similarity law for the geomaterials including the scour protection works was confirmed, and the effectiveness of the scour protection works was discussed. The scour depths of each experiment were compared based on the similarity of the sedimentation rates, and the results showed that the experiments were reproducible. It was also found that a scour protection radius of about 1.5 times the diameter of the monopile was sufficient to counter the effects of the flow alone.</p>
Journal
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- Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering)
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Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering) 77 (2), I_559-I_564, 2021
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390008465754904064
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- NII Article ID
- 130008113324
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- ISSN
- 18838944
- 18842399
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed