1993
DOI: 10.1006/jfls.1993.1016
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Complete Second-Order Solution for Water Waves Generated in Wave Flumes

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Cited by 41 publications
(22 citation statements)
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“…The curves shown in figure 3 are also in close agreement with the theory derived by Sulisz & Hudspeth (1993). In the case of a bottom hinged wave machine (d/h = 0) the spurious wave may be as large as the Stokes second-order content and peaks at h/L 0 ≈ 0.15.…”
Section: Second-order Solutionsupporting
confidence: 85%
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“…The curves shown in figure 3 are also in close agreement with the theory derived by Sulisz & Hudspeth (1993). In the case of a bottom hinged wave machine (d/h = 0) the spurious wave may be as large as the Stokes second-order content and peaks at h/L 0 ≈ 0.15.…”
Section: Second-order Solutionsupporting
confidence: 85%
“…This has been discussed extensively (Flick & Guza (1980), Sulisz & Hudspeth (1993), van Leeuwen & Klopman (1996), Schäffer (1996) and Zaman & Mak (2007)) and will not be repeated herein. Indeed, throughout this paper the notation and solution as presented by Schäffer (1996) will be adopted.…”
Section: Hydrodynamic Feedbackmentioning
confidence: 99%
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“…Flick and Guza, 1980;Schäffer, 1996;Sulisz and Hudspeth, 1993). Throughout this paper the notation of Schäffer (1996) will be employed to describe the induced waves in the physical field Ω 2 .…”
Section: Induced Waves In Physical Field ωmentioning
confidence: 99%
“…Hudspeth and Sulisz (1991) derived the complete second-order Eulerian theory for waves generated by a monochromatic wave paddle motion with special emphasis on Stokes drift and return flow in wave flumes. In addition, Flick and Guza (1980) and Sulisz and Hudspeth (1993) addressed the effects of spurious super-harmonic waves. In seeking an explanation of these effects, Schäffer (1996) derived a complete second-order model including both sub-and super-harmonics.…”
Section: Introductionmentioning
confidence: 99%