LAUSR

Abstract In the present study, the effectiveness of using multiple slatted screens placed in front of a caisson porous breakwater to dissipate the incident wave energy is analyzed. To model the water flow through the slatted screens, a quadratic (nonlinear) pressure drop condition which involves both the inertial and drag effects is considered. Further, for thick porous structure, the well known Sollitt and Cross (1972) model is used. To handle the nonlinear boundary conditions, an iterative multi-domain boundary element method (BEM) is used. The numerical convergence of the multi-domain BEM based solutions is presented. Energy identities for flow past a single slatted screen, multiple slatted screens and for the present problem are derived. The study shows that the minimum reflection coefficient ( 1 % ) and maximum wave energy dissipation ( > 98 % ) can be obtained by using four slatted screens. Further, for moderate values of perforation-effect Keulegan-Carpenter number ( K C ), the reflection coefficient attains maximum for b 1 λ ≈ n 2 , n = 1 , 2 , 3 , ⋯ ( b 1 is the distance between the rigid caisson and the front slatted screen, λ is the incident wavelength) irrespective of the variations in the number of slatted screens. Further, the transmission coefficient, horizontal and vertical wave forces acting on the rigid caisson attain maximum for b 1 / λ ≈ 0.55 n , and minimum occurs for 2 n + 1 4 b 1 λ 3 n + 2 6 , n = 0 , 1 , 2 , 3 , ⋯ . The Bragg resonance in the reflection coefficient occurs at Bragg value ≈ 1.6 irrespective of the variations of K C number. Moreover, the reflection coefficient increases around the Bragg value for higher values of K C number without altering the peak value in the reflection coefficient.