FLOW AND BED PROFILES OF CHANNEL WITH OVERHANGING BANK

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  • Fukuoka Shoji
    社団法人 土木学会 広島大学 工学部第四類 建設系
  • Daito Michio
    社団法人 土木学会 通商産業省環境立地局
  • Nishimura Tatsuya
    社団法人 土木学会 (株) 建設技術研究所 技術第三部
  • Sato Kenji
    社団法人 土木学会 東京都下水道局

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Other Title
  • ヒサシ河岸を有する流路の流れと河床変動
  • ヒサシ カシ オ ユウスル リュウロ ノ ナガレ ト カショウ ヘンドウ

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Abstract

The experimental and theoretical study in a curved channel are performed on the flow and bed profiles near the overhanging bank that is often seen in the natural bank and bank with common reed. As the results of this study, the overhanging bank shows the control of secondary flow around the outer bank and the resulting scouring rate. Those results indicate that k-ε model is applied for solving flow around overhanging bank, and the solutions of this model are in good agreement with the experimental results of the shear stress distribution, flow and bed profile in the curved channel with overhanging bank.

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