Hostname: page-component-76fb5796d-zzh7m Total loading time: 0 Render date: 2024-04-25T07:56:38.976Z Has data issue: false hasContentIssue false

Stokes drift in two-dimensional wave flumes

Published online by Cambridge University Press:  26 April 2006

Robert T. Hudspeth
Affiliation:
Ocean Engineering Program, Department of Civil Engineering, Oregon State University, Corvallis, OR 97331, USA
Wojciech Sulisz
Affiliation:
Polish Academy of Sciences, Institute of Hydroengineering, Koscierska 7, 80-953 Gdansk, Poland

Abstract

A complete second-order solution is presented for the two-dimensional wave motion forced by a generic planar wavemaker. The wavemaker is doubly articulated and includes both piston and hinged wavemakers of variable draught. It is shown that the first-order evanescent eigenseries cannot be neglected when computing the amplitude of the second-order free wave. A previously neglected, time-independent solution that is required to satisfy an inhomogeneous kinematic boundary condition on the wavemaker as well as an mhomogeneous Neumann boundary condition on the free surface is examined in detail for the first time. This time-independent solution is found to accurately estimate the mean return flow in a closed wave flume computed by the Eulerian method. This mean return current due to Stokes drift is usually estimated using the principle of kinematic conservation of mass flux. Even though the first-order eigenseries will converge for any geometry of a generic planar wavemaker, the second-order solutions obtained from Stokes perturbation expansions will not converge for all planar wavemaker geometries.

Type
Research Article
Copyright
© 1991 Cambridge University Press

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

Biesel, F. & Suquet, F. 1953 Laboratory wave generating apparatus. Project Rep. 39. St. Anthony Falls Hydraulic Laboratory. University of Minnesota.
Daugaard, E. 1972 Generation of regular waves in the laboratory. Doctoral dissertation. Institute of Hydrodynamics Engineering, Technical University of Denmark.
Dean, R. G. & Dalrymplew, R. T. 1984 . Water Wave Mechanics for Engineers and Scientists,. pp. 300303. Prentice-Hall.
Flick, R. E. & Guza, R. T. 1980 Paddle generated waves in laboratory channels. J. Waterway, Port, Coastal Ocean Div. ASCE. 106, 7997.Google Scholar
Fontanet, P. 1961 Theorie de la generation de la houle cylindrique par un batteur plan. La Houille Blanche. 16, 331.Google Scholar
Galvin, C. J. 1964 Wave-height prediction for wave generators in shallow water. Tech. Memo.4, pp. 120. US Army Corps of Engineers, Washington, DC.Google Scholar
Goda, Y. & Kikuya, T. 1964 The generation of water waves with a vertically oscillating flow at channel bottom. Rep. 9. Port and Harbour Technical Research Institute, Ministry of Transportation, Japan.Google Scholar
Havelock, T. H. 1929 Forced surface-wave on water. Phil. Mag. viii, 569576.Google Scholar
Hudspeth, R. T. & Chen, M.-C. 1981 Design curves for hinged wave-makers: Theory. J. Hydraul. Div. ASCE. 107, 533552.Google Scholar
Hudspeth, R. T., Leonard, J. W. & Chen, M.-C. 1981 Design curves for hinged wavemakers: Experiment. J. Hydraul. Div. ASCE. 107, 553574.Google Scholar
Hyun, J. M. 1976 Theory for hinged wavemakers of finite draft in water of constant depth. J. Hydronaut. 10, 27.Google Scholar
Iwagaki, Y. & Sakai, T. 1970 Horizontal water particle velocity of finite amplitude waves. In Proc. 12th Conf. on Coastal Engineering, ASCE, Washington, DC, September 13–18, pp. 309325.
Keating, T. & Webber, N. B. 1977 The generation of periodic waves in a laboratory channel; a comparison between theory and experiment. Proceedings of the Institution of Civil Engineers 63, 819832.
Kennard, E. H. 1949 Generation of surface waves by a moving partition. Q. Appl. Math.7, 303312.Google Scholar
Kim, T.-I. 1985 Mass transport in laboratory wave flumes. Dissertation, Oregon State University, Corvallis.
Kit, E., Shemer, L. & Miloh, T. 1987 Experimental and theoretical investigation of nonlinear sloshing waves in a rectangular channel. J. Fluid Mech.181, 265291.Google Scholar
Longuet-Higgins, M. S. 1953 Mass transport in water waves. Phil. Trans. R. Soc. Lond. A 245, 535581.Google Scholar
Madsen, O. S. 1971 On the generation of long waves. J. Geophys. Res 76, 86728683.Google Scholar
Massel, S. R. 1981 On the nonlinear theory of mechanically generated waves in laboratory channels. Mitteilungen Heft.70, 1981, Leichtweiss-Institut Fur Wasserbau der Technischen Universitat Braunschweig.Google Scholar
Mei, C. C. 1983 The Applied Dynamics of Ocean Surface Waves,. pp. 46; 420426. John Wiley.
Miles, J. & Becker, J. 1988 Parametrically excited, progressive cross-waves. J. Fluid Mech.186, 129146.Google Scholar
Multer, R. H. 1973 Exact nonlinear model of wave generator. J. Hydraul. Div. ASCE. 99, 3146.Google Scholar
Multer, R. H. & Galvin, C. J. 1967 Secondary waves: Periodic waves of non-permanent form.(Abstract) EOS, vol. 48.
Patel, N. H. & Ionnaou, P. A. 1980 Comparative performance study of paddle and wedge-type wave generators. J. Hydronaut. 14, 59.Google Scholar
Phillips, O. M. 1977 The Dynamics of the Upper Ocean, 2nd edn. Cambridge University Press.
Stokes, G. G. 1847 On the theory of oscillatory waves. Trans. Camb. Phil. Soc.8, 441455.Google Scholar
Ursell, F., Dean, R. G. & Yu, Y. S. 1960 Forced small amplitude water waves: A comparison of theory and experiment. J. Fluid Mech.7, 3352.Google Scholar
Wehausen, J. V. 1960 Surface Waves. In Handbuch der Physik, vol. 9, pp. 446757. Springer.