{"created":"2023-06-19T10:27:18.508350+00:00","id":6225,"links":{},"metadata":{"_buckets":{"deposit":"3991529f-48bd-4d52-906a-7a8318293cd8"},"_deposit":{"created_by":18,"id":"6225","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"6225"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00006225","sets":["216:408:279","46"]},"author_link":["44621","44623","12189","44622","44620","45847"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2004","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"785","bibliographicPageStart":"781","bibliographicVolumeNumber":"51","bibliographic_titles":[{"bibliographic_title":"海岸工学論文集","bibliographic_titleLang":"ja"}]}]},"item_79_description_23":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_79_description_7":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"消波型高基混成堤を対象に, 堤体形状が波浪反射率と越波流量に与える影響を水理模型実験により検討した. マウンド水深h'が小さいと, 反射率KRは直立部遊水室幅Bによらず一定値となるが, h'が大きくなるに従って, 波長に対する遊水室幅B/L1/3が0.13付近で極小値を持つようになる. このような反射特性は, VOF法を用いた数値計算によっても比較的よく再現することができる. B/L1/3が0.06程度より小さいと平均越波流量は大きくなる. また, 一般的な消波ブロック被覆型護岸に比べ所要天端高は3割程度低減できることが明らかとなった. 本構造は現地の防波護岸へ適用されたが, 施工性は良好であり, 建設コストの縮減も図ることができた.","subitem_description_language":"ja","subitem_description_type":"Abstract"}]},"item_79_link_17":{"attribute_name":"出版者版へのリンク","attribute_value_mlt":[{"subitem_link_text":"10.2208/proce1989.51.781","subitem_link_url":"https://doi.org/10.2208/proce1989.51.781"}]},"item_79_link_5":{"attribute_name":"室蘭工業大学研究者データベースへのリンク","attribute_value_mlt":[{"subitem_link_text":"木村 克俊（KIMURA 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