{"created":"2021-03-01T06:00:31.776678+00:00","id":8069,"links":{},"metadata":{"_buckets":{"deposit":"642f6708-80bf-468d-b08a-d784e60cfbf1"},"_deposit":{"id":"8069","owners":[],"pid":{"revision_id":0,"type":"depid","value":"8069"},"status":"published"},"_oai":{"id":"oai:kitami-it.repo.nii.ac.jp:00008069","sets":["1:86"]},"author_link":["42036","42037","42038","42033","44829","42035"],"item_1646810750418":{"attribute_name":"出版タイプ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_3_alternative_title_198":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Hydraulic Experiments on Characteristic of Channel Network Congurations"}]},"item_3_biblio_info_186":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2012","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicPageEnd":"I_590","bibliographicPageStart":"I_583","bibliographicVolumeNumber":"68","bibliographic_titles":[{"bibliographic_title":"土木学会論文集A2（応用力学）"}]}]},"item_3_description_184":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"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.","subitem_description_type":"Abstract"}]},"item_3_full_name_183":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"42036","nameIdentifierScheme":"WEKO"}],"names":[{"name":"SHIMA, Eriko","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"42037","nameIdentifierScheme":"WEKO"}],"names":[{"name":"WATANABE, Yasuharu","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"42038","nameIdentifierScheme":"WEKO"}],"names":[{"name":"SANO, Kenji","nameLang":"en"}]}]},"item_3_publisher_212":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"公益社団法人 土木学会"}]},"item_3_relation_191":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"http://doi.org/10.2208/jscejam.68.I_583","subitem_relation_type_select":"DOI"}}]},"item_3_rights_192":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"c 2012 公益社団法人 土木学会"}]},"item_3_select_195":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_select_item":"publisher"}]},"item_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"島, 絵梨子","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"渡邊, 康玄","creatorNameLang":"ja"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"佐野, 賢司","creatorNameLang":"ja"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-11-22"}],"displaytype":"detail","filename":"2012.09_幅広水路を用いた流路網形成実験.pdf","filesize":[{"value":"967.8 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"2012.09_幅広水路を用いた流路網形成実験.pdf","url":"https://kitami-it.repo.nii.ac.jp/record/8069/files/2012.09_幅広水路を用いた流路網形成実験.pdf"},"version_id":"052f9b3b-e78f-415c-bfa8-108e3da8f84e"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Channel Network","subitem_subject_scheme":"Other"},{"subitem_subject":"Hydraulic Experiments","subitem_subject_scheme":"Other"},{"subitem_subject":"linear stability analysis","subitem_subject_scheme":"Other"}]},"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":"幅広水路を用いた流路網形成実験","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"幅広水路を用いた流路網形成実験","subitem_title_language":"ja"},{"subitem_title":"Hydraulic Experiments on Characteristic of Channel Network Congurations","subitem_title_language":"en"}]},"item_type_id":"3","owner":"1","path":["86"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2016-01-29"},"publish_date":"2016-01-29","publish_status":"0","recid":"8069","relation_version_is_last":true,"title":["幅広水路を用いた流路網形成実験"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-12-13T02:21:34.245316+00:00"}