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Title
  • ja 透過および不透過型の橋脚洗掘防護工の効果と周辺流動への影響
Alternative
  • トウカ　オヨビ　フトウカガタ　ノ　キョウキャク　センクツ　ボウゴコウ　ノ　コウカ　ト　シュウヘン　リュウドウ　ヘノ　エイキョウ
  • Effects of permeable and non permeable protection works against bridge pier scour and their influence on local flow structure
Creator
    • ja 冨永, 晃宏
    • ja 藤原, 和広
    • ja 水野, 伸也
    • ja 末成, 健夫
Rights
  • Copyright (c) 1995 社団法人 土木学会
Description
  • Other The effects of the protection works against the scour around bridge pier were studied experimentally, taking notice of their permeability. The scour around the pier is sufficiently diminished by the flush surface protection works. These are significant differences between the permeable and non permeable protection works in the scoured bed configuration and the flow structure behind the pier. The scour depth is smaller in the permeable case than the non permeable case. This is attributed to the reduction of the longitudinal vortices behind the pier by permeating flow.
Publisher 社団法人　土木学会
Date
    Created2017-01-23 , Issued1995-02
Language
  • jpn
Resource Type journal article
Version Type VoR
Identifier URI http://id.nii.ac.jp/1476/00004321/
Journal
    • NCID AN10426673
    • ISSN 0916-7374
      • 水工学論文集
      • Volume Number39 Page Start677 Page End682
File
Oaidate 2021-09-10