Transport rate under irregular sheet flow conditions

被引:48
作者
Dibajnia, M
Watanabe, A
机构
[1] Nagoya Inst Technol, Dept Civil Engn, Showa Ku, Nagoya, Aichi 466, Japan
[2] Univ Tokyo, Dept Civil Engn, Tokyo 113, Japan
关键词
sheet flow; sediment transport; irregular waves; transport rate formula; coastal sediment transport;
D O I
10.1016/S0378-3839(98)00034-9
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents the results of experiments conducted on sand transport in sheet flow conditions under nonlinear asymmetric irregular oscillations with different frequency spectrums. Two methods are proposed for estimation of the transport rate. The first method which is based on a wave by wave analysis of the irregular velocity profile gives very accurate predictions. The second method, which uses a representative single wave, is less computing time consuming and still gives satisfactory results. The measured net transport rates do not show any dependence on the spectral shape. (C) 1998 Elsevier Science B.V. All rights reserved.
引用
收藏
页码:167 / 183
页数:17
相关论文
共 9 条
[1]  
DIBAJNIA M, 1996, P 25 INT C COAST ENG, P3791
[2]  
Dibajnia M., 1992, P 23 INT C COASTAL E, P2015
[3]  
Dibajnia M., 1995, COAST ENG JPN, V38, P179, DOI [10.1080/05785634.1995.11952814, DOI 10.1080/05785634.1995.11952814]
[4]  
DIBAJNIA M, 1994, P 24 INT C COAST ENG, P1946
[5]  
DIBAJNIA M, 1997, P PAC COASTS PORTS 9, P107
[6]  
Horikawa K., 1982, Proceedings 19th International Conference on Coastal Engineering (ASCE), V1, P1335, DOI 10.9753/icce.v18.82
[7]  
Isobe M., 1982, COASTAL ENG JAPAN, V25, P109, DOI DOI 10.1080/05785634.1982.11924340
[8]  
JANSSEN CM, 1996, 25 INT C COAST ENG, P4779
[9]  
RIBBERINK JS, 1990, P 22 INT C COAST ENG, P2318