{"_buckets": {"deposit": "bc175352-9ed5-48f6-a40f-811ea55d85ac"}, "_deposit": {"id": "6786", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "6786"}, "status": "published"}, "_oai": {"id": "oai:nagoya.repo.nii.ac.jp:00006786", "sets": ["322"]}, "author_link": ["17741", "17742", "17743", "17744", "17745", "17746"], "item_10_alternative_title_19": {"attribute_name": "その他のタイトル", "attribute_value_mlt": [{"subitem_alternative_title": "Degradation and widening process of gravel river under the condition of no sediment supply at upstream end", "subitem_alternative_title_language": "en"}]}, "item_10_biblio_info_6": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2000-02", "bibliographicIssueDateType": "Issued"}, "bibliographicPageEnd": "770", "bibliographicPageStart": "765", "bibliographicVolumeNumber": "44", "bibliographic_titles": [{"bibliographic_title": "水工学論文集", "bibliographic_titleLang": "ja"}]}]}, "item_10_description_4": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "Channel forming process under the condition of no sediment discharge was investigated with both flum experiments and numerical simulations. In addition to the degradation of bed-elevation, natural channel can change its width relatively within short time, in the process. The experimental results revealed that the relatively short time for channel widening firstly occurs, and then the bed-slope gradually adjusts to the static equilibrium condition with no significant change of the channel width. The numerical model to simulate the channel forming process, which is constituted by the depth-averaged 2-D flow model with the non-orthogonal boundary fitted grid system and the bed deformation model taking into account the collapse of the bed-material on side banks, can reproduce the process observed in the experiment.", "subitem_description_language": "en", "subitem_description_type": "Abstract"}]}, "item_10_identifier_60": {"attribute_name": "URI", "attribute_value_mlt": [{"subitem_identifier_type": "HDL", "subitem_identifier_uri": "http://hdl.handle.net/2237/8447"}]}, "item_10_publisher_32": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "土木学会", "subitem_publisher_language": "ja"}]}, "item_10_select_15": {"attribute_name": "著者版フラグ", "attribute_value_mlt": [{"subitem_select_item": "publisher"}]}, "item_10_source_id_7": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "09167374", "subitem_source_identifier_type": "PISSN"}]}, "item_10_text_14": {"attribute_name": "フォーマット", "attribute_value_mlt": [{"subitem_text_value": "application/pdf"}]}, "item_1615787544753": {"attribute_name": "出版タイプ", "attribute_value_mlt": [{"subitem_version_resource": "http://purl.org/coar/version/c_970fb48d4fbd8a85", "subitem_version_type": "VoR"}]}, "item_access_right": {"attribute_name": "アクセス権", "attribute_value_mlt": [{"subitem_access_right": "open access", "subitem_access_right_uri": "http://purl.org/coar/access_right/c_abf2"}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "後藤, 孝臣", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "17741", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Goto, Takaomi", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "17742", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "北村, 忠紀", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "17743", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Kitamura, Tadanori", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "17744", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "辻本, 哲郎", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "17745", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Tsujimoto, Tetsuro", "creatorNameLang": "en"}], "nameIdentifiers": [{"nameIdentifier": "17746", "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": "2018-02-19"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "Hydraulic_Eng_JSCE-44-765.pdf", "filesize": [{"value": "1.2 MB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_note", "mimetype": "application/pdf", "size": 1200000.0, "url": {"label": "Hydraulic_Eng_JSCE-44-765.pdf", "objectType": "fulltext", "url": "https://nagoya.repo.nii.ac.jp/record/6786/files/Hydraulic_Eng_JSCE-44-765.pdf"}, "version_id": "712acb36-5914-4352-b22f-5a5f6ccf0ddd"}]}, "item_keyword": {"attribute_name": "キーワード", "attribute_value_mlt": [{"subitem_subject": "bank erosion", "subitem_subject_scheme": "Other"}, {"subitem_subject": "sediment transport", "subitem_subject_scheme": "Other"}, {"subitem_subject": "movable-bed model test", "subitem_subject_scheme": "Other"}, {"subitem_subject": "2D-numerical solution", "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": "journal article", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_title": "土砂供給の停止による河床低下と砂礫河岸拡幅の進行過程", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "土砂供給の停止による河床低下と砂礫河岸拡幅の進行過程", "subitem_title_language": "ja"}]}, "item_type_id": "10", "owner": "1", "path": ["322"], "permalink_uri": "http://hdl.handle.net/2237/8447", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2007-06-22"}, "publish_date": "2007-06-22", "publish_status": "0", "recid": "6786", "relation": {}, "relation_version_is_last": true, "title": ["土砂供給の停止による河床低下と砂礫河岸拡幅の進行過程"], "weko_shared_id": -1}