{"created":"2022-01-27T07:30:54.025151+00:00","id":2003329,"links":{},"metadata":{"_buckets":{"deposit":"dd627e78-92da-4cf5-98ee-cd1e9e533882"},"_deposit":{"id":"2003329","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"2003329"},"status":"published"},"_oai":{"id":"oai:u-ryukyu.repo.nii.ac.jp:02003329","sets":["1642837622505:1642837905044:1642837909579","1642838403551:1642838407312"]},"author_link":[],"item_1617186331708":{"attribute_name":"Title","attribute_value_mlt":[{"subitem_1551255647225":"河川ダム洪水の調節の計算法(農業工学科)","subitem_1551255648112":"ja"},{"subitem_1551255647225":"Computation of flood control of a dam (Department of Agricultural Engeneering)","subitem_1551255648112":"en"}]},"item_1617186419668":{"attribute_name":"Creator","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"東郷, 成蔵","creatorNameLang":"ja"}]},{"creatorNames":[{"creatorName":"Togo, Seizo","creatorNameLang":"en"}]}]},"item_1617186476635":{"attribute_name":"Access Rights","attribute_value_mlt":[{"subitem_1522299639480":"open access","subitem_1600958577026":"http://purl.org/coar/access_right/c_abf2"}]},"item_1617186626617":{"attribute_name":"Description","attribute_value_mlt":[{"subitem_description":"傾斜水面を持つ貯水池の洪水調節現象を努めて解析したものであるが未だ不可解な点など多々続出し,本稿は決して完壁ではない。さらばとて明らかに水面傾斜せる貯水池の洪水調節現象を黙視して一般の水平木面貯水池として取扱うことには賛し難い。これからのダムはむしろ傾斜水面が多くなるばかりでなく,ダムによらない普通河川の洪水現象解析にも,この傾斜水面貯水池の洪水調節論は準用さるべきであると思う。脱稿にあたり諸家の御批判と御教示を希ってやまない。","subitem_description_type":"Other"},{"subitem_description":"The author has solved the differential equation of flood control of a reservoir, and newly devised the analysis of flood control of a reservoir which has a shaped water surface.","subitem_description_type":"Other"},{"subitem_description":"紀要論文","subitem_description_type":"Other"}]},"item_1617186643794":{"attribute_name":"Publisher","attribute_value_mlt":[{"subitem_1522300295150":"ja","subitem_1522300316516":"琉球大学農学部"}]},"item_1617186702042":{"attribute_name":"Language","attribute_value_mlt":[{"subitem_1551255818386":"jpn"}]},"item_1617186783814":{"attribute_name":"Identifier","attribute_value_mlt":[{"subitem_identifier_type":"HDL","subitem_identifier_uri":"http://hdl.handle.net/20.500.12000/4337"}]},"item_1617186920753":{"attribute_name":"Source Identifier","attribute_value_mlt":[{"subitem_1522646500366":"ISSN","subitem_1522646572813":"0370-4246"},{"subitem_1522646500366":"NCID","subitem_1522646572813":"AN00250548"}]},"item_1617186941041":{"attribute_name":"Source Title","attribute_value_mlt":[{"subitem_1522650068558":"ja","subitem_1522650091861":"琉球大学農学部学術報告"},{"subitem_1522650068558":"en","subitem_1522650091861":"The Science Bulletin of the Faculty of Agriculture. University of the Ryukyus"}]},"item_1617187056579":{"attribute_name":"Bibliographic Information","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1975-12-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"22","bibliographicPageEnd":"268","bibliographicPageStart":"263"}]},"item_1617258105262":{"attribute_name":"Resource Type","attribute_value_mlt":[{"resourcetype":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_1617265215918":{"attribute_name":"Version Type","attribute_value_mlt":[{"subitem_1522305645492":"VoR","subitem_1600292170262":"http://purl.org/coar/version/c_970fb48d4fbd8a85"}]},"item_1617605131499":{"attribute_name":"File","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_access","filename":"KJ00000162522.pdf","mimetype":"application/pdf","url":{"objectType":"fulltext","url":"https://u-ryukyu.repo.nii.ac.jp/record/2003329/files/KJ00000162522.pdf"},"version_id":"c9e8365b-767b-41ed-ba20-c2bb00476f62"}]},"item_title":"河川ダム洪水の調節の計算法(農業工学科)","item_type_id":"15","owner":"1","path":["1642837909579","1642838407312"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2008-02-14"},"publish_date":"2008-02-14","publish_status":"0","recid":"2003329","relation_version_is_last":true,"title":["河川ダム洪水の調節の計算法(農業工学科)"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-10-31T01:20:04.705132+00:00"}