{"created":"2022-08-29T00:43:37.442412+00:00","id":2000323,"links":{},"metadata":{"_buckets":{"deposit":"57b108a3-180e-4022-91be-27ebb90828f5"},"_deposit":{"created_by":15,"id":"2000323","owner":"15","owners":[15],"owners_ext":{"displayname":"北見工業大学学術機関リポジトリ（KIT-R）","username":"kitir"},"pid":{"revision_id":0,"type":"depid","value":"2000323"},"status":"published"},"_oai":{"id":"oai:kitami-it.repo.nii.ac.jp:02000323","sets":["1"]},"author_link":[],"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_biblio_info_186":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2016","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"204","bibliographicPageStart":"199","bibliographicVolumeNumber":"22","bibliographic_titles":[{"bibliographic_title":"河川技術論文集","bibliographic_titleLang":"ja"}]}]},"item_3_description_184":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Riverbed girdles are one of the consolidation works to prevent bed-degradation and local scour around\nfoundation of revetment in middle and small river channels. This study deals with fluctuations of alternate\nbars through a series of riverbed girdles in a straight alluvial river. Although the plane shape of riverbed\ngirdle is basically set straight across the channel, we test some kinds of upstream- or downstream-pointing\nV-shaped weirs for the purpose of maintaining the alternate bars under this channel condition. In order to\nestimate the functions of a series of riverbed girdles, we apply two-dimensional numerical model Nays2DH\nand verify the effects of maintaining alternate bars by the experimental study. In cases with series of\nupstream-pointing V-shaped type with interior angle 80 degree, it is shown that the alternate bars are\nmaintained without becoming extinct.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_3_publisher_212":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会","subitem_publisher_language":"ja"}]},"item_3_relation_191":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://doi.org/10.11532/river.22.0_199","subitem_relation_type_select":"DOI"}}]},"item_3_rights_192":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"c2016 土木学会","subitem_rights_language":"ja"}]},"item_3_select_195":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_select_item":"publisher","subitem_select_language":"en"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"早川 博","creatorNameLang":"ja"}]},{"creatorNames":[{"creatorName":"後藤 悠和","creatorNameLang":"ja"}]},{"creatorNames":[{"creatorName":"水上 雄樹","creatorNameLang":"ja"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_access","date":[{"dateType":"Available","dateValue":"2022-08-29"}],"filename":"22_199.pdf","filesize":[{"value":"3.1 MB"}],"format":"application/pdf","url":{"url":"https://kitami-it.repo.nii.ac.jp/record/2000323/files/22_199.pdf"},"version_id":"18e8b80a-2aa5-4474-876f-f831ca887fdc"}]},"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":"連続帯工群を敷設した直線河道における交互砂州の挙動","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"連続帯工群を敷設した直線河道における交互砂州の挙動","subitem_title_language":"ja"}]},"item_type_id":"3","owner":"15","path":["1"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2022-08-29"},"publish_date":"2022-08-29","publish_status":"0","recid":"2000323","relation_version_is_last":true,"title":["連続帯工群を敷設した直線河道における交互砂州の挙動"],"weko_creator_id":"15","weko_shared_id":3},"updated":"2022-12-13T02:22:48.539623+00:00"}