河川技術論文集
Online ISSN : 2436-6714
遠賀川水系への安定砂礫床河道の横断形状と無次元掃流力に関する関係式の適用
秋山 壽一郎重枝 未玲池田 隼人古賀 満野口 聡介峰松 知裕
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2016 年 22 巻 p. 157-162

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This study is concerned with the non-dimensional relationships for the bank-full channel characteristics as well as dimensionless tractive force τ*S for stable channels of gravel and sand bed alluvial rivers. The condition proposed by the author for stable channels, that satisfies rational regime relations, is verified with use of selected existing data of natural Japanese and overseas rivers, so that such relationship as τ*S = (K3/2・(B/h))2 is identified and the value of K is estimated from these data. Then, the obtained relationships with the estimated K-value from selected existing data of Japanese and overseas natural rivers are tested against the Onga River in Kyushu. The relationships are found to well predict longitudinal changes of both channel characteristics and τ*S of the Onga River.

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© 2016 土木学会
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