Boundary Layer Assessment under Breaking Solitary Wave Run Up
MB Adityawan, H Tanaka�- Journal of Japan Society of Civil�…, 2011 - jstage.jst.go.jp
Numerical experiment is conducted based on canonical problem for breaking solitary wave
run up on sloping beach. The model in this study was developed using simultaneous
coupling method of shallow water equation (SWE) with k-ω model for assessing boundary
layer under solitary wave run up. Free stream, bed stress, velocity profile, and k value are
recorded in three measurement points. The locations are, at the start of bed slope, near
shore, and another one between them. Free stream velocities measurements show that the�…
run up on sloping beach. The model in this study was developed using simultaneous
coupling method of shallow water equation (SWE) with k-ω model for assessing boundary
layer under solitary wave run up. Free stream, bed stress, velocity profile, and k value are
recorded in three measurement points. The locations are, at the start of bed slope, near
shore, and another one between them. Free stream velocities measurements show that the�…
[CITATION][C] Boundary layer assessment under breaking solitary wave run up
田中仁�- 土木学会論文集 A2 (応用力学), 2011 - cir.nii.ac.jp
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情報学研究所 学術情報ナビゲータ[サイニィ] 詳細へ移動 検索フォームへ移動 論文・データをさがす
大学図書館の本をさがす 日本の博士論文をさがす English 検索 タイトル 人物/団体名 所属機関 ISSN
DOI 期間 ~ 本文リンク 本文リンクあり データソース JaLC IRDB Crossref DataCite NDL NDL-Digital
RUDA JDCat NINJAL CiNii Articles CiNii Books CiNii Dissertations DBpedia Nikkei BP
KAKEN Integbio MDR PubMed LSDB Archive 極地研ADS 極地研学術DB 公共データカタログ�…