抄録
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 |
| 巻 | 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 |
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ASJC Scopus subject areas
- Engineering(all)
これを引用
On-offshore sediment transport rate due to irregular waves. / Shibayama, Tomoya; Irie, Y.
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, 1987.研究成果: Chapter
}
TY - CHAP
T1 - On-offshore sediment transport rate due to irregular waves.
AU - Shibayama, Tomoya
AU - Irie, Y.
PY - 1987/1/1
Y1 - 1987/1/1
N2 - 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.
AB - 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.
UR - http://www.scopus.com/inward/record.url?scp=85040891255&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85040891255&partnerID=8YFLogxK
M3 - Chapter
AN - SCOPUS:85040891255
SN - 7502700528
SN - 9787502700522
VL - II, Nanjing, China, China Ocean Press, 1987, Group D, p.1500-1511. (ISBN 7-5027-0052-8)
BT - IN: 1987 PROC. COASTAL & PORT ENGINEERING IN DEVELOPING COUNTRIES, SECOND INT. CONF., (BEIJING, CHINA: SEP. 7-11, 1987)
PB - China Ocean Press
ER -