A platform for research: civil engineering, architecture and urbanism
Performance of Multiple Pontoons Floating Breakwater – A Numerical Approach
A floating system consisting of three pontoons equispaced, rigidly interconnected and taut moored to act as a single breakwater is analyzed. The problem is formulated based on the assumptions of irrotational fluid flow, an inviscid fluid, and small incident waves. The breakwater is assumed to be long and uniform in the direction parallel to the incident wave crests. The diffracted and the scattered potentials are obtained from the solution of boundary value problem using Green's identity method. The potentials and hence the free surface oscillations in between the spacing are also determined. The results of parametric study of varying space and drafts of the pontoons have been presented as a function of relative width of breakwater (Ratio of width of the breakwater to the wavelength). It is evident from the results that the spaces between the pontoons have a definite effect on transmission and reflection characteristics of floating breakwater system. As the draft of the floating breakwater increases the bandwidth of incident wave frequencies for which Kt (Ratio of transmitted wave height to incident wave height) is less than 0.2, also increases, thus ensuring a wider spectrum of operation. With the increase in gap form G/Wp=0.5 to G/Wp=1.5 the minimum transmission increases 25%, 27% and 38% for d/h=0.2, d/h=0.4 and d/h=0.6. In addition the paper discusses on forces, oscillations in the interspaces and reflection coefficient.
Performance of Multiple Pontoons Floating Breakwater – A Numerical Approach
A floating system consisting of three pontoons equispaced, rigidly interconnected and taut moored to act as a single breakwater is analyzed. The problem is formulated based on the assumptions of irrotational fluid flow, an inviscid fluid, and small incident waves. The breakwater is assumed to be long and uniform in the direction parallel to the incident wave crests. The diffracted and the scattered potentials are obtained from the solution of boundary value problem using Green's identity method. The potentials and hence the free surface oscillations in between the spacing are also determined. The results of parametric study of varying space and drafts of the pontoons have been presented as a function of relative width of breakwater (Ratio of width of the breakwater to the wavelength). It is evident from the results that the spaces between the pontoons have a definite effect on transmission and reflection characteristics of floating breakwater system. As the draft of the floating breakwater increases the bandwidth of incident wave frequencies for which Kt (Ratio of transmitted wave height to incident wave height) is less than 0.2, also increases, thus ensuring a wider spectrum of operation. With the increase in gap form G/Wp=0.5 to G/Wp=1.5 the minimum transmission increases 25%, 27% and 38% for d/h=0.2, d/h=0.4 and d/h=0.6. In addition the paper discusses on forces, oscillations in the interspaces and reflection coefficient.
Performance of Multiple Pontoons Floating Breakwater – A Numerical Approach
Syed, Shafiuddin Amer (author) / Mani, J. S. (author)
Sixth International Conference on Civil Engineering in the Oceans ; 2004 ; Baltimore, Maryland, United States
Civil Engineering in the Oceans VI ; 342-355
2005-10-18
Conference paper
Electronic Resource
English
Performance of Multiple Pontoons Floating Breakwater-A Numerical Approach
British Library Conference Proceedings | 2005
|Floating breakwater using concrete pontoons with adjustable buoyancy
European Patent Office | 2022
|Seabee pontoons form floating piers
Engineering Index Backfile | 1945
|Floating bridge -- Pontoons retract under approaches
Engineering Index Backfile | 1945