{"created":"2023-05-15T11:01:42.793351+00:00","id":663,"links":{},"metadata":{"_buckets":{"deposit":"d7c07f4a-ca2a-4a19-9eac-4a5d219ceaae"},"_deposit":{"created_by":2,"id":"663","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"663"},"status":"published"},"_oai":{"id":"oai:nagaokaut.repo.nii.ac.jp:00000663","sets":["5:16:39:60"]},"author_link":["3080","3078","3079"],"item_4_alternative_title_21":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Basic Equations for One-Dimensional Unsteady Flow with Complex Boundary Conditions"}]},"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2000-03-29","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"80","bibliographicPageStart":"69","bibliographicVolumeNumber":"21","bibliographic_titles":[{"bibliographic_title":"長岡技術科学大学研究報告"}]}]},"item_4_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"The set of the equations for an open channel unsteady flow with the complex boundaries is derived. The basic equations for such flow are usually obtained from the momentum equations or the Bernoulli equation. However, these treatment cannot take into accent the complex flow conditions such that inflow from and outflow to banks, rainfall from above and ground water onto the bed. In this paper, the basic equations are obtained strictly by the integrations of the Reynolds equations and the equation of the kineteic energy of mean flow considering the boundary conditions. In these treatment, the main assumptions used in the derivation of the basic equations for the open channel flow are clarified. The equations of the water surface form in more simple cases are deduced from the set of the equations for the general case based on the Reynolds equations or the equation of the kinetic energy of mean flow.","subitem_description_type":"Abstract"}]},"item_4_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"3079","nameIdentifierScheme":"WEKO"}],"names":[{"name":"フクシマ, ユウスケ"}]},{"nameIdentifiers":[{"nameIdentifier":"3080","nameIdentifierScheme":"WEKO"}],"names":[{"name":"FUKUSHIMA, Yusuke"}]}]},"item_4_publisher_35":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"長岡技術科学大学"}]},"item_4_source_id_11":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN00177120","subitem_source_identifier_type":"NCID"}]},"item_4_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0388-5631","subitem_source_identifier_type":"ISSN"}]},"item_4_text_4":{"attribute_name":"著者所属","attribute_value_mlt":[{"subitem_text_value":"長岡技術科学大学・環境・建設系"}]},"item_4_version_type_18":{"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":"福嶋, 祐介"}],"nameIdentifiers":[{"nameIdentifier":"3078","nameIdentifierScheme":"WEKO"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2018-08-03"}],"displaytype":"detail","filename":"K21_10.pdf","filesize":[{"value":"1.5 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"K21_10.pdf","url":"https://nagaokaut.repo.nii.ac.jp/record/663/files/K21_10.pdf"},"version_id":"746db9d1-2826-495d-9f26-7fddf787c3e3"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"unsteady flow","subitem_subject_scheme":"Other"},{"subitem_subject":"open channel flow","subitem_subject_scheme":"Other"},{"subitem_subject":"one-dimensional analysis","subitem_subject_scheme":"Other"},{"subitem_subject":"complex boundary conditions","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":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"複雑な境界条件を持つ開水路一次元不定流の基礎方程式について","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"複雑な境界条件を持つ開水路一次元不定流の基礎方程式について"}]},"item_type_id":"4","owner":"2","path":["60"],"pubdate":{"attribute_name":"公開日","attribute_value":"2011-02-15"},"publish_date":"2011-02-15","publish_status":"0","recid":"663","relation_version_is_last":true,"title":["複雑な境界条件を持つ開水路一次元不定流の基礎方程式について"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-05-15T18:46:25.899868+00:00"}