{"created":"2025-02-21T01:44:56.086696+00:00","id":2005936,"links":{},"metadata":{"_buckets":{"deposit":"8a8e52b4-ebc7-4f5f-9208-48aeda964a39"},"_deposit":{"created_by":41,"id":"2005936","owner":"41","owners":[41],"pid":{"revision_id":0,"type":"depid","value":"2005936"},"status":"published"},"_oai":{"id":"oai:hiroshima.repo.nii.ac.jp:02005936","sets":["1730444908512:1730444916333"]},"author_link":[],"item_1617186331708":{"attribute_name":"Title","attribute_value_mlt":[{"subitem_title":"開水路網非定常流の数値計算手法に関する研究","subitem_title_language":"ja"}]},"item_1617186419668":{"attribute_name":"Creator","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"金本, 満","creatorNameLang":"ja"},{"creatorName":"Kanemoto, 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　3.1 緒言 / p17  　3.2 単一開水路の基礎方程式の特性表示 / p18  　3.3 特性方程式の離散化と行列表示 / p19  　3.4 解析手順 / p31  　3.5 結言 / p32  　参考文献 / p33  第4章 直接差分法による開水路網非定常流の解析方法 / p35  　4.1 緒言 / p35  　4.2 4点陰形式差分法による解析方法 / p36  　4.3 MacCormackによる解析方法 / p53  　4.4 結言 / p60  　参考文献 / p62  第5章 分流点･合流点のエネルギー損失を考慮した開水路網非定常流の解析方法 / p65  　5.1 緒言 / p65  　5.2 分流点･合流点に対する運動方程式 / p66  　5.3 分流点･合流点の貯留方程式 / p77  　5.4 開水路網のシステム･モデルの定式化と解法 / p79  　5.5 結言 / p82  　参考文献 / p83  第6章 モデル水路および実河川網への適用例 / p85  　6.1 緒言 / p85  　6.2 モデル水路における数値計算例 / p86  　6.3 低平地河川網の洪水流解析 / p100  　6.4 山地河川網の洪水流解析 / p109  　6.5 結言 / p117  　参考文献 / p119  第7章 結論 / p121  付録A ソースに水位を与えた場合のシステム方程式の行列表示 / p125  　A.1 エネルギー損失を考慮しない場合 / p125  　A.2 エネルギー損失を考慮した場合 / p126","subitem_description_type":"TableOfContents"}]},"item_1617186702042":{"attribute_name":"Language","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_1617186819068":{"attribute_name":"Identifier 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