On-offshore sediment transport rate due to irregular waves.

研究成果: Chapter

抜粋

Laboratory experiments on two dimensional beach transformation were performed under irregular wave conditions. Wave deformations, near bottom velocities, ripple dimensions and beach profile changes were measured. The net sediment transport rate was calculated from beach profile changes. The rate was also obtained by applying the sediment transport model of Shibayama and Horikawa (1985) to individual half wave of irregular wave history. These two results of transport rate were compared and a good agreement was seen.

元の言語English
ホスト出版物のタイトルIN: 1987 PROC. COASTAL & PORT ENGINEERING IN DEVELOPING COUNTRIES, SECOND INT. CONF., (BEIJING, CHINA: SEP. 7-11, 1987)
出版者China Ocean Press
II, Nanjing, China, China Ocean Press, 1987, Group D, p.1500-1511. (ISBN 7-5027-0052-8)
ISBN(印刷物)7502700528, 9787502700522
出版物ステータスPublished - 1987 1 1
外部発表Yes

ASJC Scopus subject areas

  • Engineering(all)

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  • これを引用

    Shibayama, T., & Irie, Y. (1987). On-offshore sediment transport rate due to irregular waves.IN: 1987 PROC. COASTAL & PORT ENGINEERING IN DEVELOPING COUNTRIES, SECOND INT. CONF., (BEIJING, CHINA: SEP. 7-11, 1987) (巻 II, Nanjing, China, China Ocean Press, 1987, Group D, p.1500-1511. (ISBN 7-5027-0052-8)). China Ocean Press.