{"created":"2022-01-28T04:22:05.023397+00:00","id":2007428,"links":{},"metadata":{"_buckets":{"deposit":"3ac81613-3e42-48e9-b764-1ddb81792243"},"_deposit":{"id":"2007428","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"2007428"},"status":"published"},"_oai":{"id":"oai:u-ryukyu.repo.nii.ac.jp:02007428","sets":["1642837622505:1642837722116:1642837727106","1642838403551:1642838406845"]},"author_link":[],"item_1617186331708":{"attribute_name":"Title","attribute_value_mlt":[{"subitem_1551255647225":"感潮水路の水理計算","subitem_1551255648112":"ja"},{"subitem_1551255647225":"Hydraulic Calculation of Tidal Channel","subitem_1551255648112":"en"}]},"item_1617186419668":{"attribute_name":"Creator","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"河野, 二夫","creatorNameLang":"ja"}]},{"creatorNames":[{"creatorName":"Kono, Tsugio","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":"The Kumejima Islands lies on the west side of the Okinawa Island (Fig. 1-1). A progect of the marine road between Kumejima and Oshima islands is going to be carried, as shown in Fig. 1-2. When it is constructed, a tidal channel is required in some location of the road for shipping and water exchange, etc. This paper presents the analysis of the water level fluctuation and the flow in the channel. The analysis gives the solution for the equation of the continuity and of the motion on the basis of the given conditions such as the initial and boundary conditions.","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":"琉球大学理工学部"},{"subitem_1522300295150":"en","subitem_1522300316516":"Science and Engineering Division, University of the Ryukyus"}]},"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/20.500.12000/26636"}]},"item_1617186920753":{"attribute_name":"Source Identifier","attribute_value_mlt":[{"subitem_1522646500366":"ISSN","subitem_1522646572813":"0387-429X"},{"subitem_1522646500366":"NCID","subitem_1522646572813":"AN00250785"}]},"item_1617186941041":{"attribute_name":"Source Title","attribute_value_mlt":[{"subitem_1522650068558":"ja","subitem_1522650091861":"琉球大学理工学部紀要. 工学篇"},{"subitem_1522650068558":"en","subitem_1522650091861":"Bulletin of Science & Engineering Division, University of the Ryukyus. Engineering"}]},"item_1617187056579":{"attribute_name":"Bibliographic Information","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1976-03-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"11","bibliographicPageEnd":"111","bibliographicPageStart":"101"}]},"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":"No11P101.pdf","mimetype":"application/pdf","url":{"objectType":"fulltext","url":"https://u-ryukyu.repo.nii.ac.jp/record/2007428/files/No11P101.pdf"},"version_id":"2564e45f-9d1e-440a-b77a-12df167d6e33"}]},"item_title":"感潮水路の水理計算","item_type_id":"15","owner":"1","path":["1642837727106","1642838406845"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2013-06-28"},"publish_date":"2013-06-28","publish_status":"0","recid":"2007428","relation_version_is_last":true,"title":["感潮水路の水理計算"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-10-31T03:20:45.180987+00:00"}