Abstract

Bragg scattering of long flexural gravity waves due to an array of submerged trenches is studied under the shallow water approximation and small amplitude structural response in the presence of lateral compressive force. The group velocity vanishes at two different points in the frequency space for specific values of the compressive force, which are referred to as primary and secondary blocking points. Between these two blocking points, three propagating modes exist for each frequency, of which two are associated with the positive group velocity and one with the negative group velocity. Of the three propagating wave modes, the contribution to the energy relation by the lowest wavenumber is predominant near the secondary blocking frequency. In contrast, the higher wavenumber is dominant in the proximity of the primary blocking frequency. The study reveals the occurrence of Bragg scattering of flexural gravity waves in the presence of compressive force for more than two submerged trenches, which is analogous to that of surface gravity waves. However, within the blocking limits of the compressive force, the superposition of multiple propagating wave modes and the change in the incident wave mode contribute to certain irregularities and an increase in wave amplitude in the Bragg reflection pattern. The response amplitude of the structure and the pulse rate increase with an increase in the number of trenches.

Highlights

  • There has been significant growth in the knowledge on wave–structure interaction problems in recent decades due to their immense applications in marine technology and polar engineering

  • This study reveals that Bragg reflection occurs due to multiple trenches, and the amplitude of wave reflection increases with an increase in the number of trenches irrespective of the values of the compressive force

  • Irrespective of the wave frequency, the energy relation associated with Bragg scattering is satisfied for all the values of compressive force

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Summary

INTRODUCTION

There has been significant growth in the knowledge on wave–structure interaction problems in recent decades due to their immense applications in marine technology and polar engineering. Liu et al. proposed a hybrid technique to treat the two-dimensional hydroelastic problem of floating structures over variable bathymetry In this context, it is pertinent to provide a brief review of Bragg scattering of surface waves due to the variation in seabed undulations, which was reported by Davies.. Das et al. studied the flexural gravity wave blocking due to the effect of the compression and opposing current in a homogeneous fluid They demonstrated the existence of multiple propagating modes for certain frequencies. Barman et al. studied the flexural gravity wave scattering due to a straight line crack in a floating ice sheet in the context of wave blocking and derived the energy relation in the case of multiple propagating modes. VII, the current study comes to an end with a brief conclusion and acknowledgments

MATHEMATICAL FORMULATION
PLANE WAVE SOLUTION AND FLEXURAL GRAVITY WAVE BLOCKING
GENERAL SOLUTION OF FLEXURAL GRAVITY WAVE SCATTERING
Derivation of energy identity
NUMERICAL RESULTS AND DISCUSSION
Effect of trench width on wave reflection
Variation of reflection coefficient vs wave frequency
STRUCTURAL RESPONSE BASED ON FREQUENCY-DOMAIN ANALYSIS
CONCLUSION
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