論文

査読有り
2007年

中規模河床波の低流量時における形状変化過程に関する水理実験

土木学会 水工学論文集
  • 吉川 泰弘
  • ,
  • 渡邊 康玄
  • ,
  • 安田 浩保

51
開始ページ
1039
終了ページ
1044
記述言語
日本語
掲載種別
DOI
10.2208/prohe.51.1039
出版者・発行元
Japan Society of Civil Engineers

Hydraulic experiments were conducted to clarify a changing process of bar shape formed during flood at usual time. Double-row bar-like shape appeared and reaching a meandering style channel was observed. It became clear that the component which has wavenumber 1 and 0 in the transverse and longitudinal directions respectively with formation of a meandering style channel increases as a result of the wave number analysis of bed forms. Furthermore, although it was examination near the limit of theory, weak nonlinear analysis considering the interference between (1, 1) and (2, 2) components was carried out, and the same result as an experiment result was obtained.

リンク情報
DOI
https://doi.org/10.2208/prohe.51.1039
CiNii Articles
http://ci.nii.ac.jp/naid/130003842357
URL
http://jglobal.jst.go.jp/public/200902275779998720
ID情報
  • DOI : 10.2208/prohe.51.1039
  • ISSN : 1880-8751
  • CiNii Articles ID : 130003842357

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