{"created":"2023-06-19T12:45:32.887949+00:00","id":5360,"links":{},"metadata":{"_buckets":{"deposit":"1224584b-a316-43ad-9831-a2bbf34730fa"},"_deposit":{"created_by":3,"id":"5360","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"5360"},"status":"published"},"_oai":{"id":"oai:tokyo-metro-u.repo.nii.ac.jp:00005360","sets":["521:613:616:763:1301"]},"author_link":["17878","17874","17875","17879","17876","17877"],"item_3_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"A Study on Urban Stormwater Runoff Analysis"}]},"item_3_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1991-02","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"41","bibliographicPageEnd":"89","bibliographicPageStart":"69","bibliographic_titles":[{"bibliographic_title":"総合都市研究"}]}]},"item_3_creator_3":{"attribute_name":"著者別名","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Ando, Yosihisa"}],"nameIdentifiers":[{"nameIdentifier":"17877","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Nabeyama, Takashi"}],"nameIdentifiers":[{"nameIdentifier":"17878","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Nishijima, Shigefumi"}],"nameIdentifiers":[{"nameIdentifier":"17879","nameIdentifierScheme":"WEKO"}]}]},"item_3_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"都市水害は重要な社会的問題の一つである。都市水害を防ぐには、都市流域における洪水流出解析ができることが必須条件である。本研究では、キネマティック・ウェーブ法を降雨分布を考慮した分布型の物理的洪水流出モデルとして用い、その都市流域(谷端川上流域と谷端川下流域)への適用可能性を示している。すなわち、谷端川上流域(流域面積1.09km^2) では、降雨分布が一様とみなし1ブロックとしてキネマティック・ウェーブ法を適用し、洪水流出量の再現性が高いことを示している。そして、谷端川下流域(5.42km^2) では、降雨分布を考慮して流域を12ブロックに分割してキネマティック・ウェーブ法を適用し、洪水流出量の再現性が高いことを示している。","subitem_description_type":"Abstract"},{"subitem_description":"Urban flooding is a serious social problem. Urban stormwater runoff analysis is essentital in order to solve urban flooding problems. In this study，a kinematic wave method is adopted as the distributed physical stormwater runoff model，and its applicability to real basins is shown. A kinematic wave method has been applied to the upper basin of the Yabata river (the catchment area =1.09 square kilometers). The upper basin includes a one block area where rainfall is uniform. It is shown that the applicability is rather high. The kinematic wave method for the lower basin of the Yabata river (with a catchment area of 5.42 square kilometers) was applied to 12 block. Applicability is also high for the lower basin.","subitem_description_type":"Abstract"}]},"item_3_description_40":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"subitem_description":"postprint","subitem_description_type":"Other"}]},"item_3_publisher_33":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"東京都立大学都市研究センター"}]},"item_3_source_id_10":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN00134354","subitem_source_identifier_type":"NCID"}]},"item_3_source_id_8":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"03863506","subitem_source_identifier_type":"ISSN"}]},"item_3_version_type_16":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"安藤, 義久"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"鍋山, 隆"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"西島, 滋史"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2017-03-17"}],"displaytype":"detail","filename":"20024-041-007.pdf","filesize":[{"value":"701.3 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"20024-041-007.pdf","url":"https://tokyo-metro-u.repo.nii.ac.jp/record/5360/files/20024-041-007.pdf"},"version_id":"22ab07f5-6495-4a5c-835b-1dd9fc6f00b5"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Urban","subitem_subject_scheme":"Other"},{"subitem_subject":"Stormwater","subitem_subject_scheme":"Other"},{"subitem_subject":"Runoff Analysis","subitem_subject_scheme":"Other"},{"subitem_subject":"都市","subitem_subject_scheme":"Other"},{"subitem_subject":"洪水","subitem_subject_scheme":"Other"},{"subitem_subject":"流出解析","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":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"都市流域の洪水流出解析","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"都市流域の洪水流出解析"}]},"item_type_id":"3","owner":"3","path":["1301"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-03-31"},"publish_date":"2017-03-31","publish_status":"0","recid":"5360","relation_version_is_last":true,"title":["都市流域の洪水流出解析"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T17:20:50.071524+00:00"}