Oblique wave trapping by sinusoidal rippled barrier of finite thickness placed on closely spaced semi-circular seabed

Author:

Venkateswarlu V.1ORCID,Vijay K. G.2ORCID,Nishad C. S.3ORCID,Behera H.45ORCID

Affiliation:

1. Department of Civil Engineering, National Institute of Technology Srinagar 1 , Srinagar 190006, Jammu and Kashmir, India

2. Department of Ocean Engineering, Indian Institute of Technology Madras 2 , Chennai 600036, Tamil Nadu, India

3. Department of Science, Humanities and Management (SHM), International Institute of Information Technology, Naya Raipur 3 493661, Chhattisgarh, India

4. Department of Mathematics, SRM Institute of Science and Technology 4 , Kattankulathur 603203, Tamil Nadu, India

5. Center of Excellence for Ocean Engineering, National Taiwan Ocean University 5 , Keelung, 202301, Taiwan

Abstract

The oblique wave trapping by a sinusoidal rippled barrier (SRB) of finite thickness placed far away from a partially reflecting seawall is examined under the assumption of linear potential flow theory. The sinusoidal ripples are identical, and the barrier is installed in the presence of a semi-circular bottom (SCB). As a special case, the wave trapping by a thick non-rippled barrier (NRB) is also studied to show the significance of the ripples on the wave trapping. The multi-domain boundary element method is employed to tackle the wave-trapping performance of the SRB satisfying Darcy's law. Various types of structural configurations, such as (a) SRB alone, (b) SRB placed on SCB with trapping chamber, (c) without trapping chamber, (d) NRB alone, and (e) NRB placed on SCB with trapping chamber, are proposed and evaluated under oblique wave incidence. The correctness of the study results is verified with the available results for specific structural configurations. The effect of wall reflection, chamber length, plate porosity, and plate submergence depth on wave-trapping coefficients (wave reflection and wave run-up) and force coefficients (horizontal force on the wall and vertical force on the barrier) are presented against relative wavelength. The enhanced wave trapping is obtained after installing a SRB when compared with the NRB of finite thickness. The chamber spacing minimizes the trapping coefficients when compared with the non-chamber rippled barrier. The study recommends the SRB with SCB of thickness 0.10≤D/h≤0.15, porosity 20%, width B/h=2, and chamber spacing 1≤L/h≤2 to replace the gravity-type breakwaters to be installed against intermediate and deep-water waves.

Funder

Indian Institute of Technology Madras

Ministry of Earth Sciences

Publisher

AIP Publishing

Subject

Condensed Matter Physics,Fluid Flow and Transfer Processes,Mechanics of Materials,Computational Mechanics,Mechanical Engineering

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