Prediction of sand ripple geometry under waves and currents

被引:29
|
作者
Khelifa, A [1 ]
Ouellet, Y [1 ]
机构
[1] Univ Laval, Dept Civil Engn, St Foy, PQ G1K 7P4, Canada
关键词
D O I
10.1061/(ASCE)0733-950X(2000)126:1(14)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An experimental investigation of bedforms generated by the combined action of waves and currents is carried out in a wave basin. Tests with different wave conditions are performed on two types of sand beds with 0.15 and 0.5 mm median diameter, respectively. The angles between wave and current directions are 60 degrees and 90 degrees. Data obtained in the present study and by various researchers are analyzed. New empirical formulas are derived for the prediction of ripple length and height under a given combination of waves and currents. pure wave motion is considered as a particular case where current intensity is zero. The proposed formulas are compared with those of Miller and Komar, Nielsen, Mogridge et al., and Tanaka and Shuto for waves alone and those of Tanaka and Shuto and Tanaka and Dang for waves and currents. Improvement of the new predictors is shown for both pure waves and wave-current conditions.
引用
收藏
页码:14 / 22
页数:9
相关论文
共 50 条
  • [31] Modeling suspended sediments under waves on currents
    Kantardgi, IG
    Antsyferov, SM
    [J]. OCEANOLOGY, 2005, 45 (02) : 159 - 167
  • [32] ONSET OF SEDIMENT MOTION UNDER WAVES AND CURRENTS
    QUICK, MC
    KINGSTON, K
    LEI, SL
    [J]. CANADIAN JOURNAL OF CIVIL ENGINEERING, 1987, 14 (02) : 196 - 206
  • [33] SPECTRA OF GRAVITY WAVES UNDER VARIABLE CURRENTS
    TUNG, CC
    HUANG, NE
    [J]. TRANSACTIONS-AMERICAN GEOPHYSICAL UNION, 1971, 52 (11): : 851 - &
  • [34] OSCILLATORY RIPPLE GEOMETRY
    VONGVISESSOMJAI, S
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1984, 110 (03): : 247 - 266
  • [35] Floating boom performance under waves and currents
    Castro, A.
    Iglesias, G.
    Carballo, R.
    Fraguela, J. A.
    [J]. JOURNAL OF HAZARDOUS MATERIALS, 2010, 174 (1-3) : 226 - 235
  • [36] Formation of sand bars under surface waves
    Yu, J
    Mei, CC
    [J]. JOURNAL OF FLUID MECHANICS, 2000, 416 : 315 - 348
  • [37] Threshold of sand motion under random waves
    Gentile, R.
    Lando, L.Rebaudengo
    Scarsi, G.
    [J]. Proceedings of the International Offshore and Polar Engineering Conference, 1999, 3 : 775 - 780
  • [38] On the prediction of the characteristics of sand ripples at the bottom of sea waves
    Vittori, Giovanna
    Blondeaux, Paolo
    [J]. EARTH-SCIENCE REVIEWS, 2024, 252
  • [39] Experimental study of flow intensity influence on 2-D sand ripple geometry characteristics
    Xiang-dong ZHANG
    [J]. Water Science and Engineering, 2009, 2 (04) : 52 - 59
  • [40] Experimental study of flow intensity influence on 2-D sand ripple geometry characteristics
    Zhang, Xiang-dong
    Tang, Li-mo
    Xu, Tian-yi
    [J]. WATER SCIENCE AND ENGINEERING, 2009, 2 (04) : 52 - 59