Stiffness of mooring lines and performance of floating breakwater in three dimensions |
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| Institution: | 1. Department of Civil Engineering, Aristotle University of Thessaloniki, Thessaloniki 54124, Greece;2. Division of Hydraulics, Civil Engineering Faculty, Istanbul Technical University, Maslak, Istanbul 34469, Turkey;1. Department of Civil Engineering, Aristotle University of Thessaloniki, Thessaloniki 54124, Greece;2. Department of Civil Engineering, Aristotle University of Thessaloniki, Thessaloniki 54124, Greece;3. Department of Civil Engineering, Istanbul Kultur University, Istanbul 34156, Turkey;4. Division of Hydraulics, Civil Engineering Faculty, Istanbul Technical University, Maslak, Istanbul 34469, Turkey |
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| Abstract: | In the present paper, the performance of a moored floating breakwater under the action of normal incident waves is investigated in the frequency domain. A three-dimensional hydrodynamic model of the floating body is coupled with a static and dynamic model of the mooring lines, using an iterative procedure. The stiffness coefficients of the mooring lines in six degrees of freedom of the floating breakwater are derived based on the differential changes of mooring lines' tensions caused by the static motions of the floating body. The model of the moored floating system is compared with experimental and numerical results of other investigators. An extensive parametric study is performed to investigate the effect of different configurations (length of mooring lines and draft) on the performance of the moored floating breakwater. The draft of the floating breakwater is changed through the appropriate modification of mooring lines' length. Numerical results demonstrate the effects of the wave characteristics and mooring lines' conditions (slack-taut). The existence of ‘optimum’ configuration of the moored floating breakwater in terms of wave elevation coefficients and mooring lines' forces is clearly demonstrated, through a decision framework. |
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