{"created":"2022-01-28T04:11:11.636300+00:00","id":2007047,"links":{},"metadata":{"_buckets":{"deposit":"6ce06cec-cba0-45ff-91ea-7b02c39b54e5"},"_deposit":{"id":"2007047","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"2007047"},"status":"published"},"_oai":{"id":"oai:u-ryukyu.repo.nii.ac.jp:02007047","sets":["1642837622505:1642837722116:1642837723324","1642838403551:1642838406845"]},"author_link":[],"item_1617186331708":{"attribute_name":"Title","attribute_value_mlt":[{"subitem_1551255647225":"\u6f5c\u5824\u306b\u3088\u308b\u6ce2\u6d6a\u6e1b\u8870\u306b\u3064\u3044\u3066(\u7b2c1\u5831)","subitem_1551255648112":"ja"},{"subitem_1551255647225":"On the Effects of Submerged Breakwaters on Wave Action","subitem_1551255648112":"en"}]},"item_1617186419668":{"attribute_name":"Creator","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"\u6d25\u5609\u5c71, \u6b63\u5149","creatorNameLang":"ja"}]},{"creatorNames":[{"creatorName":"Tsukayama, Seik\u014d","creatorNameLang":"ja"}]}]},"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":"Recently a submerged breakwater has been considered to be suitable as a protective construction for the maintenance of coastlines. The model experiments about submerged breakwaters were carried out by the author to grasp the influence of their setting positions and heights to the effects of submerged breakwaters on wave action. The following results were obtained. 1. The most suitable setting positions of submerged breakwaters were in the places where the values of x/Lo were 0.2\uff5e0.3 or 0.7\uff5e0.8, when the submerged breakwaters heights were constant. 2.The damping ratios of wave heights Hi/Ho took their minimum values when the values of x/Lo were 0.3 or 0.6\uff5e0.7. 3. The values of Bx/Lo, concerning with the distance from shore to wave breaking points, were increased with x/Lo until the values of x/Lo had been 0.3, but they were constant when the values of x/Lo were large than 0.3.","subitem_description_type":"Other"},{"subitem_description":"\u7d00\u8981\u8ad6\u6587","subitem_description_type":"Other"}]},"item_1617186643794":{"attribute_name":"Publisher","attribute_value_mlt":[{"subitem_1522300295150":"ja","subitem_1522300316516":"\u7409\u7403\u5927\u5b66\u7406\u5de5\u5b66\u90e8"},{"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/20.500.12000/23969"}]},"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":"\u7409\u7403\u5927\u5b66\u7406\u5de5\u5b66\u90e8\u7d00\u8981. \u5de5\u5b66\u7bc7"},{"subitem_1522650068558":"en","subitem_1522650091861":"Bulletin of Science & Engineering Division, University of the Ryukyus. Engineering"}]},"item_1617187056579":{"attribute_name":"Bibliographic Information","attribute_value_mlt":[{"bibliographicIssueNumber":"3","bibliographicPageEnd":"169","bibliographicPageStart":"155"}]},"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":"NO3P155.pdf","mimetype":"application/pdf","url":{"objectType":"fulltext","url":"https://u-ryukyu.repo.nii.ac.jp/record/2007047/files/NO3P155.pdf"},"version_id":"84633c3f-7f5f-4c6e-b3fc-13a99c454776"}]},"item_title":"\u6f5c\u5824\u306b\u3088\u308b\u6ce2\u6d6a\u6e1b\u8870\u306b\u3064\u3044\u3066(\u7b2c1\u5831)","item_type_id":"15","owner":"1","path":["1642837723324","1642838406845"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2012-03-23"},"publish_date":"2012-03-23","publish_status":"0","recid":"2007047","relation_version_is_last":true,"title":["\u6f5c\u5824\u306b\u3088\u308b\u6ce2\u6d6a\u6e1b\u8870\u306b\u3064\u3044\u3066(\u7b2c1\u5831)"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-02-15T02:43:39.477351+00:00"}