Abstract

系統的な模型実験により, 大型海洋構造物周辺の波による洗掘特性を検討した. 構造物の平面形状は円柱, 四角柱および八角柱である. 根入れのない設置方法や天端が水没した場合の影響も検討した。実験の結果, 構造物前面, 側面, 四角柱隅角部の洗掘パターンを分類した. 特に, 円柱の側方で, 振動流速の場所的勾配と洗掘・堆積のパターンを関係付けた. また, 構造物周縁の最大洗掘深と波高の関係を求めた.

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