{"created":"2023-05-15T12:35:53.291315+00:00","id":4985,"links":{},"metadata":{"_buckets":{"deposit":"f226ec6c-1ef7-44ce-85a1-61fce9ebf91a"},"_deposit":{"created_by":3,"id":"4985","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"4985"},"status":"published"},"_oai":{"id":"oai:nitech.repo.nii.ac.jp:00004985","sets":["31"]},"author_link":["16123","8803"],"item_10001_alternative_title_24":{"attribute_name":"その他（別言語等）のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"エンチュウ　ソド　オ　ユウスル　カイスイロ　ワンキョクブ　ノ　ナガレ　ト　カショウ　ヘンドウ　ノ　2ジゲン　スウチ　カイセキ"},{"subitem_alternative_title":"2-Dimensional Numerical Analysis of Flow and Bed Evolution in Open-Channel Bends with Cylindrical Roughness"}]},"item_10001_biblio_info_28":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2001-08","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"564","bibliographicPageStart":"557","bibliographicVolumeNumber":"4","bibliographic_titles":[{"bibliographic_title":"応用力学論文集"}]}]},"item_10001_description_36":{"attribute_name":"内容記述","attribute_value_mlt":[{"subitem_description":"Vegetation in a river has a similar effect as permeable super dikes. Such an effect can be substituted by a group of cylindrical roughness. In this study, 3-dimensional flow structures and bed evolution were measured in a curved open channel with cylindrical roughness located along the outer bank. A series of cylinder decreased the scour at the outer bank. Especially submerged cylindrical roughness can reduce the bed evolution much more. Flow structures over the submerged cylindrical roughness have 3-dimensional characteristics. The lateral momentum transport due to the secondary flow was modeled from an examination of the experimental data. The mean flow distributions and bed evolution in curved channels with cylindrical roughness are well predicted by using the present 2-D numerical model.","subitem_description_type":"Other"}]},"item_10001_description_38":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_10001_full_name_27":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{}],"names":[{"name":"Tominaga, Akihiro"}]}]},"item_10001_publisher_29":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"社団法人　土木学会"}]},"item_10001_source_id_30":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"13459139","subitem_source_identifier_type":"ISSN"}]},"item_10001_source_id_32":{"attribute_name":"書誌レコードID（NCID）","attribute_value_mlt":[{"subitem_source_identifier":"AA11311063","subitem_source_identifier_type":"NCID"}]},"item_10001_version_type_33":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"冨永, 晃宏"},{"creatorName":"トミナガ, アキヒロ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"青木, 健太郎"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2017-01-25"}],"displaytype":"detail","filename":"JSCE_AM_4_557.pdf","filesize":[{"value":"1.5 MB"}],"format":"application/pdf","license_note":"Copyright (c) 2001 社団法人 土木学会","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"本文_fulltext","url":"https://nitech.repo.nii.ac.jp/record/4985/files/JSCE_AM_4_557.pdf"},"version_id":"1a9224e9-fb7d-4e65-ba63-523ce41eef28"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_resource_type":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"resourcetype":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"円柱粗度を有する開水路湾曲部の流れと河床変動の２次元数値解析","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"円柱粗度を有する開水路湾曲部の流れと河床変動の２次元数値解析"}]},"item_type_id":"10001","owner":"3","path":["31"],"pubdate":{"attribute_name":"公開日","attribute_value":"2012-11-07"},"publish_date":"2012-11-07","publish_status":"0","recid":"4985","relation_version_is_last":true,"title":["円柱粗度を有する開水路湾曲部の流れと河床変動の２次元数値解析"],"weko_creator_id":"3","weko_shared_id":3},"updated":"2023-05-15T14:37:06.827658+00:00"}