TY - JOUR
T1 - Geometry of sand ripples due to combined wave-current flows
AU - Tanaka, Hitoshi
AU - Dang, Van To
PY - 1996
Y1 - 1996
N2 - Laboratory data on sand ripple spacing due to combined wave-current motion are collected to examine the validity of the empirical formula proposed by Tanaka and Shuto (1984). Data from Gray et al. (1991) and from Van Rijn et al. (1993) showed considerable discrepancy from the formula. The discrepancy can partly be attributed to insufficient consideration of the grain size effect in the previous study. Furthermore, incorrect evaluation of the orbital diameter due to wave motion, which was pointed out by Christoffersen and Jonsson (1985), can be another reason for the discrepancy. A new formula for the spacing of wave-current-induced sand ripples is derived. The agreement between the measurement and the prediction can be much improved as compared with the previous formula. The full-range equation for the wave-current friction coefficient proposed by Tanaka and Thu (1994) is applied in the formulation of steepness of sand ripples. Empirical equations for pure wave ripples can tentatively be used for estimating the steepness of sand waves.
AB - Laboratory data on sand ripple spacing due to combined wave-current motion are collected to examine the validity of the empirical formula proposed by Tanaka and Shuto (1984). Data from Gray et al. (1991) and from Van Rijn et al. (1993) showed considerable discrepancy from the formula. The discrepancy can partly be attributed to insufficient consideration of the grain size effect in the previous study. Furthermore, incorrect evaluation of the orbital diameter due to wave motion, which was pointed out by Christoffersen and Jonsson (1985), can be another reason for the discrepancy. A new formula for the spacing of wave-current-induced sand ripples is derived. The agreement between the measurement and the prediction can be much improved as compared with the previous formula. The full-range equation for the wave-current friction coefficient proposed by Tanaka and Thu (1994) is applied in the formulation of steepness of sand ripples. Empirical equations for pure wave ripples can tentatively be used for estimating the steepness of sand waves.
UR - http://www.scopus.com/inward/record.url?scp=0000974840&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=0000974840&partnerID=8YFLogxK
U2 - 10.1061/(asce)0733-950x(1996)122:6(298)
DO - 10.1061/(asce)0733-950x(1996)122:6(298)
M3 - Article
AN - SCOPUS:0000974840
SN - 0733-950X
VL - 122
SP - 298
EP - 300
JO - Journal of Waterway, Port, Coastal and Ocean Engineering
JF - Journal of Waterway, Port, Coastal and Ocean Engineering
IS - 6
ER -