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Peak mooring forces in the horizontal interlaced multi-layered moored floating pipe breakwater 원문보기

International journal of naval architecture and ocean engineering, v.3 no.2, 2011년, pp.150 - 158  

Mane, Vishwanath (Department of Applied Mechanics and Hydraulics, National Institute of Technology Karnataka) ,  Rajappa, Sacchi (Department of Applied Mechanics and Hydraulics, National Institute of Technology Karnataka) ,  Rao, Subba (Department of Applied Mechanics and Hydraulics, National Institute of Technology Karnataka) ,  Vittal, Hegde A. (Department of Applied Mechanics and Hydraulics, National Institute of Technology Karnataka)

Abstract AI-Helper 아이콘AI-Helper

Present study aims to investigate the influence of relative breakwater width W/L (W=width of breakwater, L=wavelength), wave steepness $H_i/gT^2$ (Hi=incident wave height, T=wave period) and relative wave height d/W (d=water depth) on forces in the moorings of horizontal interlaced multi-...

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제안 방법

  • 8 to 4 s can be generated with this facility. Wave flume calibration was done before the experiments were conducted, by varying the eccentricity of the bar chain on the flywheel and frequency of the inverter. Details of the flume along with the positions of the breakwater model and the wave probes are presented in Fig.

대상 데이터

  • After each burst wave generation was stopped till tranquility was achieved in the flume and thereafter next burst was generated. The breakwater model was placed in the flume at a distance of 28 m from the wave generator flap (Fig. 2).
  • 1. The model consists of PVC pipes of 25 mm diameter. The pipes are placed parallel to each other with spacing S between them in each layer, and the adjacent layers are oriented at right angles so as to form an interlacing of pipes.

이론/모형

  • Silica gel was applied to the probes at interval of 4 hours in order to reduce the surface tension. The superposed waves were measured by using three probes and the incident and reflected waves are decomposed from the superposed waves by using the 3 probes method proposed by Isaacson (1991). For a given particular depth, spacing between the probes is a function of wavelength L, and probes are kept at equal intervals of L/3 each.
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참고문헌 (11)

  1. Brebner, A. and Ofuya, A.O., 1968. Floating Breakwaters. Proceedings of 11th Conference on Coastal Engineering, London, England, pp. 1055 ? 1094. 

  2. Bishop, T.C., 1982. Floating tire breakwater design comparison, Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE, 108 (3), pp. 421?426. 

  3. Chen, K. and Wiegel, R.L., 1970. Floating breakwaters for reservoir marinas. Proceedings of the 12th Coastal Engineering Conference, Washington, DC, vol. III, pp. 1647?1666. 

  4. Harris, A.J. and Webber, N.B., 1968. A Floating breakwater. Proceedings of the 11th Coastal Engineering Conference, London, England, pp.1049?1054. 

  5. Harms, V.M., 1979. Design criteria for floating tire breakwater, Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE, 106 (2), pp.149?170. 

  6. Hegde, A.V. Kamath K. and Magadum A.S., 2008. Performance characteristics of horizontal interlaced multilayer moored floating pipe breakwater, Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE 133(4), pp. 275-285. 

  7. Mani, J.S. 1991. Design of Y-frame floating breakwater, Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE, 117 (2), pp. 105?119. 

  8. Michael Isaacson., 1991. Measurement of Regular Wave Reflection. Journal of Waterway, Port, and Ocean Engineering, 117(6), pp. 553-569. 

  9. Murali, K. and J.S. Mani., 1997. Performance of cage floating breakwater, Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE, 123(4), pp. 172?179. 

  10. Sannasiraj, S.A. Sundar, V. and Sundaravadivelu, R., 1998. Mooring forces and motion response of pontoon-type floating breakwaters. Ocean Engineering, 25(1), pp. 27?48. 

  11. Sundar, V. Sundaravadivelu, R. and Purushotham, S., 2003. Hydrodynamic characteristics of moored floating pipe breakwater in random waves, Journal of Engineering for the Maritime Environment, 217(2), pp. 95?110. 

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