Long period wave and suspended sand transport in the surf zone

Tomoya Shibayama, Akio Okayasu, Mikio Kashiwagi

研究成果: Conference contribution

抜粋

The effect of long period wave to local sand transport rate in the surf zone is analyzed by laboratory and numerical experiments. In the laboratory experiment, surface profile, near-bottom velocity and suspended sand concentration are measures simultaneously and resultant net sand transport rate is measured by mass difference during the experimental runs. It appears that the net sand transport rate is determined by three driving forces which are undertow, long wave and short wave. In mild slope condition, the effect of long wave becomes large. In order to simulate this process, a new numerical model is formulated.

元の言語English
ホスト出版物のタイトルProceedings of the Coastal Engineering Conference
編集者 Anon
出版者Publ by ASCE
ページ2438-2449
ページ数12
ISBN(印刷物)0872629333
出版物ステータスPublished - 1993 1 1
イベントProceedings of the 23rd International Conference on Coastal Engineering - Venice, Italy
継続期間: 1992 10 41992 10 9

出版物シリーズ

名前Proceedings of the Coastal Engineering Conference
3
ISSN(印刷物)0893-8717

Other

OtherProceedings of the 23rd International Conference on Coastal Engineering
Venice, Italy
期間92/10/492/10/9

    フィンガープリント

ASJC Scopus subject areas

  • Ocean Engineering

これを引用

Shibayama, T., Okayasu, A., & Kashiwagi, M. (1993). Long period wave and suspended sand transport in the surf zone. : Anon (版), Proceedings of the Coastal Engineering Conference (pp. 2438-2449). (Proceedings of the Coastal Engineering Conference; 巻数 3). Publ by ASCE.