海上风力发电
海洋工程
涡轮机
塔楼
预制混凝土
工程类
海底管道
参数统计
压舱物
环境科学
岩土工程
土木工程
机械工程
数学
统计
电气工程
作者
Mohammad S. Hasan,Wichuda Munbua,Edgard B. Malta,Rodolfo T. Gonçalves,Chikako Fujiyama,Koichi Maekawa
标识
DOI:10.1115/omae2022-78816
摘要
Abstract Wind energy is clean, eco-friendly, economic, and infinite-resource. In reducing carbon emissions, onshore and offshore wind energy becomes one of the essential considerations. The purpose of this paper is to conceptually design a concrete semi-submersible floating structure for 10 MW wind turbine using precast panel-based concrete, i.e. a concrete floating offshore wind turbine (FOWT). The design was applied by considering different parameters, such as main floater dimensions, thickness of the concrete panels, heave plate dimensions, draft of the platform, thick concrete portion at the connecting part between concrete floater and steel tower. The environmental conditions were taken from the Japanese coast, to analyze the dynamic behavior of the proposed concrete semi-submersible floater in waves and wind. A seawater ballast system was proposed for maintaining the draft of the platform during the operation and during the installation phase of the concrete FOWT. A parametric study was conducted based on some restrictions to check the feasible cases. A detailed comparison was presented for three cases and the best potential case was proposed. This paper successfully illustrated the hydrostatic, hydrodynamic and aerodynamic behavior to confirm the stability of the concrete floater for 10 MW FOWT.
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