Wave plus current over a ripple-covered bed

被引:170
作者
Fredsoe, J [1 ]
Andersen, KH [1 ]
Sumer, BM [1 ]
机构
[1] Tech Univ Denmark, Dept Hydrodynam & Water Resources, ISVA, DK-2800 Lyngby, Denmark
关键词
bed ripples; current; wave boundary layer; waves; waves plus current;
D O I
10.1016/S0378-3839(99)00047-2
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper concerns the combined wave and current boundary layer flow over a ripple-covered bed, The study comprises experiments as well as a numerical modelling study: the experimental part comprises laser Doppler anemometry (LDA) velocity and turbulence measurements, and a flow-visualization study in the laboratory with ripples, 22 cm in length, and 3.5 cm in height. One wave-alone, three current-alone, and three combined waves and current tests were conducted. The wave-velocity-to-current-velocity ratio ranges from 1 to 2.4. The orbiral-amplitude-ro-ripple-length ratio (at the bed) is 0.41. The effect of superimposing waves on a current is to displace the velocity profile to higher elevations. The velocity profiles exhibit two "logarithmic layers", one associated with the actual roughness of the bed (the actual ripple roughness), and the other with the apparent roughness induced by the waves. The apparent roughness is, for the tested cases, found an order of magnitude larger than the actual bed roughness. The turbulence near the bottom increases markedly during the time when the lee-wake vortices are washed over the ripples. The numerical part of the study gives a derailed numerical description of the now around fixed ripples by use of a k - w model to calculate the roughness, and friction of a rippled bed. (C) 1999 Elsevier Science B.V. All rights reserved.
引用
收藏
页码:177 / 221
页数:45
相关论文
共 64 条
[1]  
Andersen KH, 1999, THESIS TU DENMARK
[2]  
[Anonymous], 1973, STAT FLUID MECH MECH
[3]   BED SHEAR-STRESS MEASUREMENTS OVER A SMOOTH BED IN 3-DIMENSIONAL WAVE-CURRENT MOTION [J].
ARNSKOV, MM ;
FREDSOE, J ;
SUMER, BM .
COASTAL ENGINEERING, 1993, 20 (3-4) :277-316
[4]  
ASANO T, 1986, P 20 INT C COAST ENG, P925
[5]  
ASANO T, 1984, P 19 INT C COAST ENG, P2397
[6]  
AYDIN I, 1987, THESIS TOHOKU U SEND
[7]  
BAKKER WT, 1978, P 16 INT C COAST ENG, P1394, DOI DOI 10.1061/9780872621909.084
[8]  
BAYAZIT M, 1983, P EUROMECH, V156, P197
[9]  
Bayazit M., 1976, JHR, V14, P115, DOI [10.1080/00221687609499676, DOI 10.1080/00221687609499676, 10.1080/09571260500053590]
[10]  
BIJKER EW, 1967, PUBL DELFT HYDRAULIC, V50