ログイン
言語:

WEKO3

  • トップ
  • ランキング
To
lat lon distance
To

Field does not validate



インデックスリンク

インデックスツリー

メールアドレスを入力してください。

WEKO

One fine body…

WEKO

One fine body…

アイテム

{"_buckets": {"deposit": "3ae3fb7f-1937-4621-9774-b1618e1ff5dc"}, "_deposit": {"id": "2002159", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "2002159"}, "status": "published"}, "_oai": {"id": "oai:u-ryukyu.repo.nii.ac.jp:02002159", "sets": ["1642837862356", "1642838406845"]}, "author_link": [], "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "\u50be\u659c\u6d77\u6d5c\u4e0a\u3067\u306e\u30bd\u30ea\u30c8\u30f3\u5909\u5f62\u306b\u53ca\u307c\u3059\u98a8\u306e\u5f71\u97ff", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "Wind Effects on the Soliton Evolution on Slopes", "subitem_1551255648112": "en"}]}, "item_1617186419668": {"attribute_name": "Creator", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "\u7b52\u4e95, \u8302\u660e", "creatorNameLang": "ja"}]}, {"creatorNames": [{"creatorName": "\u4e0b\u5730, \u7384\u4e00\u90ce", "creatorNameLang": "ja"}]}, {"creatorNames": [{"creatorName": "Tsutsui, Shigeaki", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Shimoji, Genichiro", "creatorNameLang": "en"}]}]}, "item_1617186476635": {"attribute_name": "Access Rights", "attribute_value_mlt": [{"subitem_1522299639480": "open access", "subitem_1600958577026": "http://purl.org/coar/access_right/c_abf2"}]}, "item_1617186609386": {"attribute_name": "Subject", "attribute_value_mlt": [{"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Soliton"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Wave shoaling"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Wind effects"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "Korteweg-de Vries equation"}]}, "item_1617186626617": {"attribute_name": "Description", "attribute_value_mlt": [{"subitem_description": "Design waves for near-shore structures are the representatives of shallow water waves in strong wind, and wind stresses acting on the wave surface have significant effects on the changes in hydraulic properties of the waves, such as the breaking point and wave height.\\nTo clarify the wind effects on soliton evolution, a numerical symulation is used based on the shallow water wave equation with perturbed terms (Perturbed Korteweg-de Vries equation), derived under the assumption of a equilibrium state between the nonlinearity and dispersion of waves, wind stresses, bottom friction, and viscous effects of water. The structure of soliton profiles and changes in breaking characteristics are, in particular. investigated in detail, comparing with the asymptotic solution by the inverse scattering theory.\\nThe significant evolution of the soliton, the rise of the water level (plateau) and the following tail, is produced by the shoaling and wind effects, and this evolution occurrs after the \"soliton time\". So the amplification factor of soliton height is directly subject to the scale of plateau, which becomes great in the case of wave propagation on steep slopes. It is also shown that the wind stresses are effective on the soliton with great amplitude on small slopes and that the soliton, as the results. breaks rather on the off-shore side than breaking points of no wind.", "subitem_description_type": "Other"}, {"subitem_description": "\u7d00\u8981\u8ad6\u6587", "subitem_description_type": "Other"}]}, "item_1617186643794": {"attribute_name": "Publisher", "attribute_value_mlt": [{"subitem_1522300295150": "ja", "subitem_1522300316516": "\u7409\u7403\u5927\u5b66\u5de5\u5b66\u90e8"}]}, "item_1617186702042": {"attribute_name": "Language", "attribute_value_mlt": [{"subitem_1551255818386": "jpn"}]}, "item_1617186783814": {"attribute_name": "Identifier", "attribute_value_mlt": [{"subitem_identifier_type": "HDL", "subitem_identifier_uri": "http://hdl.handle.net/20.500.12000/2210"}]}, "item_1617186920753": {"attribute_name": "Source Identifier", "attribute_value_mlt": [{"subitem_1522646500366": "ISSN", "subitem_1522646572813": "0389-102X"}, {"subitem_1522646500366": "NCID", "subitem_1522646572813": "AN0025048X"}]}, "item_1617186941041": {"attribute_name": "Source Title", "attribute_value_mlt": [{"subitem_1522650068558": "ja", "subitem_1522650091861": "\u7409\u7403\u5927\u5b66\u5de5\u5b66\u90e8\u7d00\u8981"}]}, "item_1617187056579": {"attribute_name": "Bibliographic Information", "attribute_value_mlt": [{"bibliographicIssueNumber": "33", "bibliographicPageEnd": "30", "bibliographicPageStart": "19"}]}, "item_1617258105262": {"attribute_name": "Resource Type", "attribute_value_mlt": [{"resourcetype": "departmental bulletin paper", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_1617265215918": {"attribute_name": "Version Type", "attribute_value_mlt": [{"subitem_1522305645492": "VoR", "subitem_1600292170262": "http://purl.org/coar/version/c_970fb48d4fbd8a85"}]}, "item_1617605131499": {"attribute_name": "File", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_access", "download_preview_message": "", "file_order": 0, "filename": "No33p19.pdf", "future_date_message": "", "is_thumbnail": false, "mimetype": "", "size": 0, "url": {"objectType": "fulltext", "url": "https://u-ryukyu.repo.nii.ac.jp/record/2002159/files/No33p19.pdf"}, "version_id": "3d2aac03-2e5d-4ecc-bc56-7b4b9a634419"}]}, "item_title": "\u50be\u659c\u6d77\u6d5c\u4e0a\u3067\u306e\u30bd\u30ea\u30c8\u30f3\u5909\u5f62\u306b\u53ca\u307c\u3059\u98a8\u306e\u5f71\u97ff", "item_type_id": "15", "owner": "1", "path": ["1642837862356", "1642838406845"], "permalink_uri": "http://hdl.handle.net/20.500.12000/2210", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2007-10-28"}, "publish_date": "2007-10-28", "publish_status": "0", "recid": "2002159", "relation": {}, "relation_version_is_last": true, "title": ["\u50be\u659c\u6d77\u6d5c\u4e0a\u3067\u306e\u30bd\u30ea\u30c8\u30f3\u5909\u5f62\u306b\u53ca\u307c\u3059\u98a8\u306e\u5f71\u97ff"], "weko_shared_id": -1}
  1. 紀要論文
  2. 琉球大学工学部紀要
  3. 33号
  1. 部局別インデックス
  2. 工学部

傾斜海浜上でのソリトン変形に及ぼす風の影響

http://hdl.handle.net/20.500.12000/2210
http://hdl.handle.net/20.500.12000/2210
e2f90ee0-a953-4a29-982f-eeaee13243c6
名前 / ファイル ライセンス アクション
No33p19.pdf No33p19.pdf
Item type デフォルトアイテムタイプ(フル)(1)
公開日 2007-10-28
タイトル
タイトル 傾斜海浜上でのソリトン変形に及ぼす風の影響
言語 ja
作成者 筒井, 茂明

× 筒井, 茂明

ja 筒井, 茂明

下地, 玄一郎

× 下地, 玄一郎

ja 下地, 玄一郎

Tsutsui, Shigeaki

× Tsutsui, Shigeaki

en Tsutsui, Shigeaki

Shimoji, Genichiro

× Shimoji, Genichiro

en Shimoji, Genichiro

アクセス権
アクセス権 open access
アクセス権URI http://purl.org/coar/access_right/c_abf2
主題
言語 en
主題Scheme Other
主題 Soliton
言語 en
主題Scheme Other
主題 Wave shoaling
言語 en
主題Scheme Other
主題 Wind effects
言語 en
主題Scheme Other
主題 Korteweg-de Vries equation
内容記述
内容記述タイプ Other
内容記述 Design waves for near-shore structures are the representatives of shallow water waves in strong wind, and wind stresses acting on the wave surface have significant effects on the changes in hydraulic properties of the waves, such as the breaking point and wave height.\nTo clarify the wind effects on soliton evolution, a numerical symulation is used based on the shallow water wave equation with perturbed terms (Perturbed Korteweg-de Vries equation), derived under the assumption of a equilibrium state between the nonlinearity and dispersion of waves, wind stresses, bottom friction, and viscous effects of water. The structure of soliton profiles and changes in breaking characteristics are, in particular. investigated in detail, comparing with the asymptotic solution by the inverse scattering theory.\nThe significant evolution of the soliton, the rise of the water level (plateau) and the following tail, is produced by the shoaling and wind effects, and this evolution occurrs after the "soliton time". So the amplification factor of soliton height is directly subject to the scale of plateau, which becomes great in the case of wave propagation on steep slopes. It is also shown that the wind stresses are effective on the soliton with great amplitude on small slopes and that the soliton, as the results. breaks rather on the off-shore side than breaking points of no wind.
内容記述タイプ Other
内容記述 紀要論文
出版者
言語 ja
出版者 琉球大学工学部
言語
言語 jpn
資源タイプ
資源タイプ departmental bulletin paper
資源タイプ識別子 http://purl.org/coar/resource_type/c_6501
出版タイプ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
識別子
識別子 http://hdl.handle.net/20.500.12000/2210
識別子タイプ HDL
収録物識別子
収録物識別子タイプ ISSN
収録物識別子 0389-102X
収録物識別子タイプ NCID
収録物識別子 AN0025048X
収録物名
言語 ja
収録物名 琉球大学工学部紀要
書誌情報
号 33, p. 19-30
戻る
0
views
See details
Views

Versions

Ver.1 2022-01-27 02:18:47.321739
Show All versions

Share

Mendeley Twitter Facebook Print Addthis

Cite as

エクスポート

OAI-PMH
  • OAI-PMH JPCOAR
  • OAI-PMH DublinCore
  • OAI-PMH DDI
Other Formats
  • JSON

確認


Powered by WEKO3


Powered by WEKO3