{"created":"2021-03-01T06:00:12.092275+00:00","id":7747,"links":{},"metadata":{"_buckets":{"deposit":"1181bec7-4a02-4791-89d8-43dc32e17362"},"_deposit":{"id":"7747","owners":[],"pid":{"revision_id":0,"type":"depid","value":"7747"},"status":"published"},"_oai":{"id":"oai:kitami-it.repo.nii.ac.jp:00007747","sets":["1:86"]},"author_link":["39778","39779","39780","39775","39776","44829"],"item_1646810750418":{"attribute_name":"\u51fa\u7248\u30bf\u30a4\u30d7","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_3_alternative_title_198":{"attribute_name":"\u305d\u306e\u4ed6\u306e\u30bf\u30a4\u30c8\u30eb","attribute_value_mlt":[{"subitem_alternative_title":"IMPACT OF A MESH STRUCTURE ON SALINITY INTRUSION IN ABASHIRI RIVER"}]},"item_3_biblio_info_186":{"attribute_name":"\u66f8\u8a8c\u60c5\u5831","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2007-06","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"12","bibliographicPageStart":"7","bibliographicVolumeNumber":"13","bibliographic_titles":[{"bibliographic_title":"\u6cb3\u5ddd\u6280\u8853\u8ad6\u6587\u96c6"}]}]},"item_3_description_184":{"attribute_name":"\u6284\u9332","attribute_value_mlt":[{"subitem_description":"On the Abashiri River in Eastern Hokkaido, the inflow and accumulation of natural and artificial pollutants\nhas increased the risk of blue tides, which can damage fishery. This study examined the use of\na permeable fishing weir, similar to those used for catching salmon, in controlling salinity intrusion. Hydraulic\nexperiments and numerical calculations revealed the following. 1) Conventional one-dimensional\ntwo-layer flow models that consider form drag at the boundary between fresh and saline water can reproduce\nthe behavior of the saline wedge. 2) Permeable structures, such as fishing weirs, are effective in\ncontrolling salinity intrusion when the tide is changing from neap tide to spring tide, but not when it is\nchanging from spring tide to neap tide. However, numerical calculations suggest that halfway between\nspring tide and neap tide, the seaward flow of fresh water is reduced by the permeable structure, which\nallows saline water in the river channel to intrude upstream into the lake.","subitem_description_type":"Abstract"}]},"item_3_full_name_183":{"attribute_name":"\u8457\u8005\u5225\u540d","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"39778","nameIdentifierScheme":"WEKO"}],"names":[{"name":"YOSHIKAWA, Yasuhiro","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"39779","nameIdentifierScheme":"WEKO"}],"names":[{"name":"YASUDA, Hiroyasu","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"39780","nameIdentifierScheme":"WEKO"}],"names":[{"name":"WATANABE, Yasuharu","nameLang":"en"}]}]},"item_3_publisher_212":{"attribute_name":"\u51fa\u7248\u8005","attribute_value_mlt":[{"subitem_publisher":"\u516c\u76ca\u793e\u56e3\u6cd5\u4eba \u571f\u6728\u5b66\u4f1a"}]},"item_3_rights_192":{"attribute_name":"\u6a29\u5229","attribute_value_mlt":[{"subitem_rights":"c 2007 \u516c\u76ca\u793e\u56e3\u6cd5\u4eba \u571f\u6728\u5b66\u4f1a"}]},"item_3_select_195":{"attribute_name":"\u8457\u8005\u7248\u30d5\u30e9\u30b0","attribute_value_mlt":[{"subitem_select_item":"publisher"}]},"item_access_right":{"attribute_name":"\u30a2\u30af\u30bb\u30b9\u6a29","attribute_value_mlt":[{"subitem_access_right":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_creator":{"attribute_name":"\u8457\u8005","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"\u5409\u5ddd, \u6cf0\u5f18","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"\u5b89\u7530, \u6d69\u4fdd","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"\u6e21\u908a, \u5eb7\u7384","creatorNameLang":"ja"}],"nameIdentifiers":[{},{}]}]},"item_files":{"attribute_name":"\u30d5\u30a1\u30a4\u30eb\u60c5\u5831","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-11-22"}],"displaytype":"detail","filename":"2007-06.pdf","filesize":[{"value":"2.6 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"2007-06.pdf","url":"https://kitami-it.repo.nii.ac.jp/record/7747/files/2007-06.pdf"},"version_id":"720849e4-25df-4472-bd7a-a1fc09f9b36e"}]},"item_keyword":{"attribute_name":"\u30ad\u30fc\u30ef\u30fc\u30c9","attribute_value_mlt":[{"subitem_subject":"mesh structur","subitem_subject_scheme":"Other"},{"subitem_subject":"salinity intrusion","subitem_subject_scheme":"Other"},{"subitem_subject":"hydraluc experiment","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"\u8a00\u8a9e","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_resource_type":{"attribute_name":"\u8cc7\u6e90\u30bf\u30a4\u30d7","attribute_value_mlt":[{"resourcetype":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"\u7db2\u8d70\u5ddd\u306b\u304a\u3051\u308b\u900f\u904e\u6027\u69cb\u9020\u7269\u306e\u5869\u6c34\u9061\u4e0a\u3078\u306e\u5f71\u97ff","item_titles":{"attribute_name":"\u30bf\u30a4\u30c8\u30eb","attribute_value_mlt":[{"subitem_title":"\u7db2\u8d70\u5ddd\u306b\u304a\u3051\u308b\u900f\u904e\u6027\u69cb\u9020\u7269\u306e\u5869\u6c34\u9061\u4e0a\u3078\u306e\u5f71\u97ff","subitem_title_language":"ja"},{"subitem_title":"IMPACT OF A MESH STRUCTURE ON SALINITY INTRUSION IN ABASHIRI RIVER","subitem_title_language":"en"}]},"item_type_id":"3","owner":"1","path":["1/86"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2015-06-03"},"publish_date":"2015-06-03","publish_status":"0","recid":"7747","relation_version_is_last":true,"title":["\u7db2\u8d70\u5ddd\u306b\u304a\u3051\u308b\u900f\u904e\u6027\u69cb\u9020\u7269\u306e\u5869\u6c34\u9061\u4e0a\u3078\u306e\u5f71\u97ff"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-03-15T06:49:07.154195+00:00"}