Experiments and analyses of upstream-advancing solitary waves generated by moving disturbances

In this joint theoretical, numerical and experimental study, we investigate the phenomenon of forced generation of nonlinear waves by disturbances moving steadily with a transcritical velocity through a layer of shallow water. The plane motion considered here is modelled by the generalized Boussinesq equations and the forced Korteweg-de Vries (fKdV) equation, both of which admit two types of forcing agencies in the form of an external surface pressure and a bottom topography. Numerical results are obtained using both theoretical models for the two types of forcings. These results illustrate that within a transcritical speed range, a succession of solitary waves are generated, periodically and indefinitely, to form a procession advancing upstream of the disturbance, while a train of weakly nonlinear and weakly dispersive waves develops downstream of an ever elongating stretch of a uniformly depressed water surface immediately behind the disturbance. This is a beautiful example showing that the response of a dynamic system to steady forcing need not asymptotically tend to a steady state, but can be conspicuously periodic, after an impulsive start, when the system is being forced at resonance. A series of laboratory experiments was conducted with a cambered bottom topography impulsively started from rest to a constant transcritical velocity U, the corresponding depth Froude number F = U/(gh[sub]0)^1/2 (g being the gravitational constant and h[sub]0 the original uniform water depth) being nearly the critical value of unity. For the two types of forcing, the generalized Boussinesq model indicates that the surface pressure can be more effective in generating the precursor solitary waves than the submerged topography of the same normalized spatial distribution. However, according to the fKdV model, these two types of forcing are entirely equivalent. Besides these and some other rather refined differences, a broad agreement is found between theory and experiment, both in respect of the amplitudes and phases of the waves generated, when the speed is nearly critical (0.9 F > 0.2, finally disappear at F ~= 0.2. In the other direction, as the Froude number is increased beyond F ~= 1.2, the precursor soliton phenomenon was found also to evanesce as no finite-amplitude solitary waves can outrun, nor can any two-dimensional waves continue to follow, the rapidly moving disturbance. In this supercritical range and for asymptotically large times, all the effects remain only local to the disturbance. Thus, the criterion of the fascinating phenomenon of the generation of precursor solitons is ascertained.

[1]  R. P. Rohrbaugh An investigation and analysis of the density and thermal balance of the Martian ionosphere , 1979 .

[2]  N. F. Smyth,et al.  Modulation theory solution for resonant flow over topography , 1987, Proceedings of the Royal Society of London. A. Mathematical and Physical Sciences.

[3]  J. Bona,et al.  Model equations for long waves in nonlinear dispersive systems , 1972, Philosophical Transactions of the Royal Society of London. Series A, Mathematical and Physical Sciences.

[4]  Jinlin Zhu Internal Solitons Generated by Moving Disturbances , 1986 .

[5]  Seung-Joon Lee Generation of Long Water Waves by Moving Disturbances , 1985 .

[6]  C. Mei Radiation of solitons by slender bodies advancing in a shallow channel , 1986, Journal of Fluid Mechanics.

[7]  T. Y. Wu,et al.  Long Waves in Ocean and Coastal Waters , 1981 .

[8]  S. Cole Transient waves produced by flow past a bump , 1985 .

[9]  T. R. Akylas,et al.  On the excitation of long nonlinear water waves by a moving pressure distribution , 1984, Journal of Fluid Mechanics.

[10]  Claudio Rebbi,et al.  Solitons and Particles , 1984 .

[11]  H. Schember A New Model for Three-Dimensional Nonlinear Dispersive Long Waves , 1982 .

[12]  T. Y. Wu,et al.  Generation of upstream advancing solitons by moving disturbances , 1987, Journal of Fluid Mechanics.

[13]  G. Whitham,et al.  Linear and Nonlinear Waves , 1976 .

[14]  P. M. Naghdi,et al.  Directed fluid sheets , 1976, Proceedings of the Royal Society of London. A. Mathematical and Physical Sciences.

[15]  P. M. Naghdi,et al.  A derivation of equations for wave propagation in water of variable depth , 1976, Journal of Fluid Mechanics.

[16]  H. Schlichting Boundary Layer Theory , 1955 .

[17]  Fredric Raichlen,et al.  Harbor Oscillations Induced by Nonlinear Transient Long Waves , 1987 .

[18]  N. Zabusky,et al.  Interaction of "Solitons" in a Collisionless Plasma and the Recurrence of Initial States , 1965 .

[19]  J. Gibbon,et al.  Solitons and Nonlinear Wave Equations , 1982 .

[20]  G. T. Yates,et al.  Internal Solitary Waves Generated by Moving Disturbances , 1990 .

[21]  T. R. Akylas,et al.  On the excitation of long nonlinear water waves by a moving pressure distribution. Part 2. Three-dimensional effects , 1987, Journal of Fluid Mechanics.

[22]  K. Helfrich,et al.  Transcritical two-layer flow over topography , 1987, Journal of Fluid Mechanics.

[23]  H. J.,et al.  Hydrodynamics , 1924, Nature.

[24]  William C. Webster,et al.  Waves caused by a moving disturbance in a shallow channel of finite width , 1986, Journal of Fluid Mechanics.

[25]  T. Y. Wu,et al.  Precursor Solitons Generated by Threedimensional Disturbances Moving in a Channel , 1988 .