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幅広水路を用いた流路網形成実験
https://kitami-it.repo.nii.ac.jp/records/8069
https://kitami-it.repo.nii.ac.jp/records/80699f700c37-e0f6-4565-bab9-75ab12a2cc5d
名前 / ファイル | ライセンス | アクション |
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2012.09_幅広水路を用いた流路網形成実験.pdf (967.8 kB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2016-01-29 | |||||
タイトル | ||||||
タイトル | 幅広水路を用いた流路網形成実験 | |||||
言語 | ja | |||||
タイトル | ||||||
タイトル | Hydraulic Experiments on Characteristic of Channel Network Congurations | |||||
言語 | en | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Channel Network | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Hydraulic Experiments | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | linear stability analysis | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | journal article | |||||
アクセス権 | ||||||
アクセス権 | open access | |||||
アクセス権URI | http://purl.org/coar/access_right/c_abf2 | |||||
著者 |
島, 絵梨子
× 島, 絵梨子× 渡邊, 康玄× 佐野, 賢司 |
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著者別名 | ||||||
識別子Scheme | WEKO | |||||
識別子 | 42036 | |||||
姓名 | SHIMA, Eriko | |||||
言語 | en | |||||
著者別名 | ||||||
識別子Scheme | WEKO | |||||
識別子 | 42037 | |||||
姓名 | WATANABE, Yasuharu | |||||
言語 | en | |||||
著者別名 | ||||||
識別子Scheme | WEKO | |||||
識別子 | 42038 | |||||
姓名 | SANO, Kenji | |||||
言語 | en | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | Channel network configurations are changed by hydraulic conditions. The characteristic of a river channel network configuration is directly connected with river channel disasters and a river ecosystem. For this reason, the relation between the form characteristic and the hydraulic conditions needs to be grasped. In this study, hydraulic experiments on channel network configurations were conducted. Sufficiently wide flume was used for the experiments so that the influence of side walls might not appear in the channel network formation. Although few channels were formed in the hydraulic condition that the bed shear stress was near the critical bed shear stress, multi-row bars were formed in the condition that the bed shear stress is to some extent large. As a result of conducting linear stability analysis, it was shown that a phenomenon which is different when hydraulic conditions differ arises. | |||||
書誌情報 |
土木学会論文集A2(応用力学) 巻 68, 号 2, p. I_583-I_590, 発行日 2012 |
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DOI | ||||||
識別子タイプ | DOI | |||||
関連識別子 | http://doi.org/10.2208/jscejam.68.I_583 | |||||
権利 | ||||||
権利情報 | c 2012 公益社団法人 土木学会 | |||||
出版者 | ||||||
出版者 | 公益社団法人 土木学会 | |||||
著者版フラグ | ||||||
言語 | en | |||||
値 | publisher | |||||
出版タイプ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 |