Initial motion of sediment under waves and wave-current combined motions
Recently, one of the authors proposed a very convenient formula to evaluate the friction coefficient induced by wave-current combined motion, which spans all flow regimes including the transitional regime and requires no iteration. This formula is applied to an analysis of existing experimental data...
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Published in | Coastal engineering (Amsterdam) Vol. 25; no. 3; pp. 153 - 163 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Amsterdam
Elsevier B.V
1995
Elsevier |
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Abstract | Recently, one of the authors proposed a very convenient formula to evaluate the friction coefficient induced by wave-current combined motion, which spans all flow regimes including the transitional regime and requires no iteration. This formula is applied to an analysis of existing experimental data regarding initial motion of sediment particles under pure waves and wave-current combined motion. It was found that most of the data analyzed here were located in the transitional regime. Thus, the full-range friction coefficient formula can be conveniently applied as compared with previous implicit formulae and graphical friction laws. The formula of general motion under pure wave motion can be modified to compute the critical water depth of sediment movement. Some discontinuities in the former work in the transitional regime now can be overcome in the present study. |
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AbstractList | Recently, one of the authors proposed a very convenient formula to evaluate the friction coefficient induced by wave-current combined motion, which spans all flow regimes including the transitional regime and requires no iteration. This formula is applied to an analysis of existing experimental data regarding initial motion of sediment particles under pure waves and wave-current combined motion. It was found that most of the data analyzed here were located in the transitional regime. Thus, the full-range friction coefficient formula can be conveniently applied as compared with previous implicit formulae and graphical friction laws. The formula of general motion under pure wave motion can be modified to compute the critical water depth of sediment movement. Some discontinuities in the former work in the transitional regime now can be overcome in the present study. |
Author | Tanaka, Hitoshi Van To, Dang |
Author_xml | – sequence: 1 givenname: Hitoshi surname: Tanaka fullname: Tanaka, Hitoshi organization: Dept. of Civil Eng., Tohoku Univ., Aoba, Sendai 980-77, Japan – sequence: 2 givenname: Dang surname: Van To fullname: Van To, Dang organization: Dept. of Geophysics, University of Ho Chi Minh City, Ho Chi Minh City, Viet Nam |
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Cites_doi | 10.1061/JWPCDX.0000102 10.1016/0378-3839(94)90038-8 10.1080/05785634.1981.11924323 10.1016/0378-3839(80)90022-8 10.1080/05785634.1967.11924054 10.1111/j.1365-3091.1979.tb00973.x 10.1080/05785634.1984.11924387 10.1051/lhb/1960029 10.1111/j.1365-3091.1977.tb00136.x |
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References | Shields (BIB14) 1936; 26 Tanaka, Shuto (BIB16) 1981; 24 Lenhoff (BIB9) 1982 Madsen, Grant (BIB10) 1976 Manohar (BIB11) 1955 Yalin (BIB19) 1972 Hammond, Collins (BIB4) 1979; 26 Miller, McCave, Komar (BIB12) 1977; 24 Horikawa, Watanabe (BIB5) 1967; 10 Sleath (BIB15) 1978; 104 Young, Sleath (BIB20) 1988 Bagnold (BIB1) 1946; 187 Vincent (BIB18) 1958 Katori, Sakakiyama, Watanabe (BIB7) 1984; 27 Tanaka, Thu (BIB17) 1994; 22 Hallermeier (BIB3) 1981; 4 Jonsson (BIB6) 1966 Goddet (BIB2) 1960; 15 Ranee, Warren (BIB13) 1968 Komar, Miller (BIB8) 1973; 45 Lenhoff (10.1016/0378-3839(94)00047-2_BIB9) 1982 Yalin (10.1016/0378-3839(94)00047-2_BIB19) 1972 Bagnold (10.1016/0378-3839(94)00047-2_BIB1) 1946; 187 Miller (10.1016/0378-3839(94)00047-2_BIB12) 1977; 24 Jonsson (10.1016/0378-3839(94)00047-2_BIB6) 1966 Katori (10.1016/0378-3839(94)00047-2_BIB7) 1984; 27 Tanaka (10.1016/0378-3839(94)00047-2_BIB16) 1981; 24 Young (10.1016/0378-3839(94)00047-2_BIB20) 1988 Shields (10.1016/0378-3839(94)00047-2_BIB14) 1936; 26 Sleath (10.1016/0378-3839(94)00047-2_BIB15) 1978; 104 Komar (10.1016/0378-3839(94)00047-2_BIB8) 1973; 45 Goddet (10.1016/0378-3839(94)00047-2_BIB2) 1960; 15 Horikawa (10.1016/0378-3839(94)00047-2_BIB5) 1967; 10 Hammond (10.1016/0378-3839(94)00047-2_BIB4) 1979; 26 Madsen (10.1016/0378-3839(94)00047-2_BIB10) 1976 Ranee (10.1016/0378-3839(94)00047-2_BIB13) 1968 Manohar (10.1016/0378-3839(94)00047-2_BIB11) 1955 Hallermeier (10.1016/0378-3839(94)00047-2_BIB3) 1981; 4 Vincent (10.1016/0378-3839(94)00047-2_BIB18) 1958 Tanaka (10.1016/0378-3839(94)00047-2_BIB17) 1994; 22 |
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Port Coastal Ocean Eng. doi: 10.1061/JWPCDX.0000102 contributor: fullname: Sleath – volume: 22 start-page: 237 year: 1994 ident: 10.1016/0378-3839(94)00047-2_BIB17 article-title: Full range equation of friction coefficient and phase difference in a wave-current boundary layer publication-title: Coastal Eng. doi: 10.1016/0378-3839(94)90038-8 contributor: fullname: Tanaka – volume: 24 start-page: 105 year: 1981 ident: 10.1016/0378-3839(94)00047-2_BIB16 article-title: Friction coefficient for wave-current coexistent system publication-title: Coastal Eng. Jpn. doi: 10.1080/05785634.1981.11924323 contributor: fullname: Tanaka – volume: 45 start-page: 362 year: 1973 ident: 10.1016/0378-3839(94)00047-2_BIB8 article-title: The threshold of sediment movement under oscillatory water waves publication-title: J. Sediment. Petrol. contributor: fullname: Komar – volume: 4 start-page: 253 year: 1981 ident: 10.1016/0378-3839(94)00047-2_BIB3 article-title: A profile zonation for seasonal sand beaches from wave climate publication-title: Coastal Eng. doi: 10.1016/0378-3839(80)90022-8 contributor: fullname: Hallermeier – volume: 10 start-page: 39 year: 1967 ident: 10.1016/0378-3839(94)00047-2_BIB5 article-title: A study on sand movement due to wave action publication-title: Coastal Eng. Jpn. doi: 10.1080/05785634.1967.11924054 contributor: fullname: Horikawa – start-page: 121 year: 1955 ident: 10.1016/0378-3839(94)00047-2_BIB11 article-title: Mechanics of bottom sediment movement due to wave action contributor: fullname: Manohar – volume: 26 start-page: 1 year: 1936 ident: 10.1016/0378-3839(94)00047-2_BIB14 article-title: Anwendung der Aehnlichkeitsmechanik und der Turbulenzforschung auf die Geschiebebewegung contributor: fullname: Shields – volume: 26 start-page: 795 year: 1979 ident: 10.1016/0378-3839(94)00047-2_BIB4 article-title: On the threshold of transport of sand-sized sediment under the combined influence of unidirectional and oscillatory flow publication-title: Sedimentology doi: 10.1111/j.1365-3091.1979.tb00973.x contributor: fullname: Hammond – start-page: 127 year: 1966 ident: 10.1016/0378-3839(94)00047-2_BIB6 article-title: Wave boundary layers and friction factors contributor: fullname: Jonsson – volume: 27 start-page: 193 year: 1984 ident: 10.1016/0378-3839(94)00047-2_BIB7 article-title: Measurement of sand transport in a cross unidirectional oscillatory flow tank publication-title: Coastal Eng. Jpn. doi: 10.1080/05785634.1984.11924387 contributor: fullname: Katori – start-page: 1093 year: 1976 ident: 10.1016/0378-3839(94)00047-2_BIB10 article-title: Quantitative description of sediment transport by waves contributor: fullname: Madsen – start-page: 1140 year: 1988 ident: 10.1016/0378-3839(94)00047-2_BIB20 article-title: Initial motion in combined wave and current flow contributor: fullname: Young – volume: 187 start-page: 1 year: 1946 ident: 10.1016/0378-3839(94)00047-2_BIB1 article-title: Motions of wave in shallow water. Interaction between waves and sand bottom contributor: fullname: Bagnold – volume: 15 start-page: 122 year: 1960 ident: 10.1016/0378-3839(94)00047-2_BIB2 article-title: Etude du debut d'entrainement des materiaux mobiles sous l'action de la houle publication-title: Houille Blanche doi: 10.1051/lhb/1960029 contributor: fullname: Goddet – start-page: 1555 year: 1982 ident: 10.1016/0378-3839(94)00047-2_BIB9 article-title: Incipient motion of sediment particles contributor: fullname: Lenhoff – volume: 24 start-page: 507 year: 1977 ident: 10.1016/0378-3839(94)00047-2_BIB12 article-title: Threshold of sediment motion under unidirectional current publication-title: Sedimentology doi: 10.1111/j.1365-3091.1977.tb00136.x contributor: fullname: Miller – start-page: 326 year: 1958 ident: 10.1016/0378-3839(94)00047-2_BIB18 article-title: Contribution to the study of sediment transport on a horizontal bed due to wave action contributor: fullname: Vincent – start-page: 116 year: 1972 ident: 10.1016/0378-3839(94)00047-2_BIB19 article-title: Mechanics of Sediment Transport contributor: fullname: Yalin |
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SubjectTerms | Dynamics of the ocean (upper and deep oceans) Earth, ocean, space Exact sciences and technology External geophysics Marine Physics of the oceans |
Title | Initial motion of sediment under waves and wave-current combined motions |
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