1976
DOI: 10.1016/s0065-2156(08)70087-5
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Interaction of Water Waves and Currents

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Cited by 518 publications
(356 citation statements)
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References 113 publications
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“…In the case of short wave advection by long waves, with a clear scale separation, Broche et al (1983) showed that (7.2) is consistent with the theory of Weber and Barrick (1977). In remains to be proved that (7.2), or a more accurate version of it, is also consistent with the known amplitude dispersion of Stokes waves, or other theories for the dispersion of waves in a random wave field (Hayes, 1973;Willebrand, 1975;Huang and Tung, 1976;Masuda et al, 1979), short wave modulation by long waves (Phillips 1981), and finite amplitude waves over shear currents (e.g., Dalrymple, 1974;Peregrine, 1976).…”
Section: Waves Over Varying Currents Non-linear Wave Effects and Thesupporting
confidence: 70%
“…In the case of short wave advection by long waves, with a clear scale separation, Broche et al (1983) showed that (7.2) is consistent with the theory of Weber and Barrick (1977). In remains to be proved that (7.2), or a more accurate version of it, is also consistent with the known amplitude dispersion of Stokes waves, or other theories for the dispersion of waves in a random wave field (Hayes, 1973;Willebrand, 1975;Huang and Tung, 1976;Masuda et al, 1979), short wave modulation by long waves (Phillips 1981), and finite amplitude waves over shear currents (e.g., Dalrymple, 1974;Peregrine, 1976).…”
Section: Waves Over Varying Currents Non-linear Wave Effects and Thesupporting
confidence: 70%
“…During the past several decades, wave-42 current interaction has been the subject of numerous research efforts. Most of them are well 43 documented in the review articles by Peregrine (1976), Jonsson (1990) as well as Thomas and 44 Klopman (1997). 45 In many practical instances the current velocity varies significantly with depth, leading to the 46 creation of a velocity profile, for example, with a wind-driven current where the magnitude of 47 which is subject to two nonlinear free surface conditions: 123…”
mentioning
confidence: 92%
“…Siendo ésta la ecuación general (5) de la relación de dispersión en la presencia de corrientes [12].…”
Section: Interacción Ola-corrienteunclassified