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Volumn 33, Issue 16, 2006, Pages 2174-2194

Modelling linear wave transformation induced by dissipative structures-Random waves

Author keywords

Finite differences; Mild slope equation; Modified mild slope equation; Quad tree technique; Random waves; Refraction diffraction; Wave in porous media

Indexed keywords

COMPUTER SIMULATION; DIFFRACTION; FINITE DIFFERENCE METHOD; MATHEMATICAL MODELS; POROUS MATERIALS; REFRACTION; WATER WAVES;

EID: 33748072094     PISSN: 00298018     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.oceaneng.2005.11.008     Document Type: Article
Times cited : (4)

References (28)
  • 1
    • 0018703495 scopus 로고    scopus 로고
    • Battjes, J.A., Janssen, J.P.F.M., 1978. Energy loss and set-up due to breaking of random waves. In: Proceedings of the 16th International Conference on Coastal Engineering, ASCE, New York, pp. 569-587.
  • 3
    • 0015280822 scopus 로고    scopus 로고
    • Berkhoff, J., 1972. Computation of combined refraction-diffraction, In: Proceedings of the 13th International Conference on Coastal Engineering, ASCE, Vancouver, Canada, pp. 471-490.
  • 6
    • 0002549344 scopus 로고
    • Inclusion of wave breaking in a mild-slope model
    • Zienkiewicz B.A.S.a.O.C. (Ed), Balkema, Rotterdam, The Netherlands
    • De Girolamo P., Kostense J., and Dingemans M. Inclusion of wave breaking in a mild-slope model. In: Zienkiewicz B.A.S.a.O.C. (Ed). Computer Modelling in Ocean Engineering (1988), Balkema, Rotterdam, The Netherlands 221-229
    • (1988) Computer Modelling in Ocean Engineering , pp. 221-229
    • De Girolamo, P.1    Kostense, J.2    Dingemans, M.3
  • 8
    • 0025447429 scopus 로고
    • Waves in a harbour with partially reflecting boundaries
    • Isaacson M., and Qu S. Waves in a harbour with partially reflecting boundaries. Coastal Engineering 14 (1990) 193-214
    • (1990) Coastal Engineering , vol.14 , pp. 193-214
    • Isaacson, M.1    Qu, S.2
  • 9
    • 0024855466 scopus 로고
    • A note on parabolic radiation boundary conditions for elliptic wave calculations
    • Kirby J. A note on parabolic radiation boundary conditions for elliptic wave calculations. Coastal Engineering. 13 (1989) 211-218
    • (1989) Coastal Engineering. , vol.13 , pp. 211-218
    • Kirby, J.1
  • 10
    • 0021097913 scopus 로고    scopus 로고
    • Longuet-Higgins, M.S., 1983. On the join distribution of wave periods and amplitudes in a random wave field. Proceedings of the Royal Society 389, 241-258.
  • 11
    • 0030239129 scopus 로고    scopus 로고
    • 3-D non breaking regular wave interaction with submerged breakwaters
    • Losada I., Silva R., and Losada M. 3-D non breaking regular wave interaction with submerged breakwaters. Coastal Engineering 28 (1996) 229-248
    • (1996) Coastal Engineering , vol.28 , pp. 229-248
    • Losada, I.1    Silva, R.2    Losada, M.3
  • 12
    • 0030237168 scopus 로고    scopus 로고
    • Interaction of non-breaking directional random waves with submerged breakwaters
    • Losada I., Silva R., and Losada M. Interaction of non-breaking directional random waves with submerged breakwaters. Coastal Engineering 28 (1996) 249-266
    • (1996) Coastal Engineering , vol.28 , pp. 249-266
    • Losada, I.1    Silva, R.2    Losada, M.3
  • 13
    • 0037030247 scopus 로고    scopus 로고
    • The RIDE model: an enhanced computer program for wave transformation
    • Maa J., Hsu T., and Lee D. The RIDE model: an enhanced computer program for wave transformation. Ocean Engineering 29 (2001) 1441-1458
    • (2001) Ocean Engineering , vol.29 , pp. 1441-1458
    • Maa, J.1    Hsu, T.2    Lee, D.3
  • 14
    • 0027333941 scopus 로고
    • Extended refraction-diffraction equation for superface waves
    • Massel S. Extended refraction-diffraction equation for superface waves. Coastal Engineering 19 (1993) 97-129
    • (1993) Coastal Engineering , vol.19 , pp. 97-129
    • Massel, S.1
  • 17
    • 0000337702 scopus 로고
    • A mathematical model of wave transformation over submerged breakwaters
    • Rojanakamthorn S., Isobe M., and Watanabe A. A mathematical model of wave transformation over submerged breakwaters. Coastal Engineering 32 (1989) 209-234
    • (1989) Coastal Engineering , vol.32 , pp. 209-234
    • Rojanakamthorn, S.1    Isobe, M.2    Watanabe, A.3
  • 18
    • 33748086222 scopus 로고    scopus 로고
    • Rojanakamthorn, S., Isobe, M., Watanabe, A., 1990. Modelling of wave transformation on submerged breakwaters. In: Proceedings of the 22nd ICCE, ASCE, New York, USA.
  • 19
    • 33748051882 scopus 로고    scopus 로고
    • Silva, R., 1995. Transformación del oleaje debido a obras de defensa del litoral. Ph.D. Thesis, University of Cantabria, Spain, Santander, 338pp (in Spanish).
  • 20
    • 0036523118 scopus 로고    scopus 로고
    • Extended solution for waves travelling over a rapidly changing porous bottom
    • Silva R., Salles P., and Govaere G. Extended solution for waves travelling over a rapidly changing porous bottom. Ocean Engineering 30 (2002) 437-452
    • (2002) Ocean Engineering , vol.30 , pp. 437-452
    • Silva, R.1    Salles, P.2    Govaere, G.3
  • 21
    • 0036152725 scopus 로고    scopus 로고
    • Linear waves propagating over a rapidly varying finite porous bed
    • Silva R., Salles P., and Palacio A. Linear waves propagating over a rapidly varying finite porous bed. Coastal Engineering 44 (2002) 239-260
    • (2002) Coastal Engineering , vol.44 , pp. 239-260
    • Silva, R.1    Salles, P.2    Palacio, A.3
  • 22
    • 0041653400 scopus 로고    scopus 로고
    • Wave interaction with cylindrical porous piles
    • Silva R., Govaere G., and Salles P. Wave interaction with cylindrical porous piles. Ocean Engineering 30 (2003) 1719-1740
    • (2003) Ocean Engineering , vol.30 , pp. 1719-1740
    • Silva, R.1    Govaere, G.2    Salles, P.3
  • 23
    • 84950309008 scopus 로고    scopus 로고
    • Silva, R., Borthwick, A.G.L., Mendoza, E., 2004. Linear wave propagation on an adaptive quad-tree cut-cell grid, In: Proceedings of the 29th International Conference on Coastal Engineering. ASCE, Lisbon, Portugal, 842-854.
  • 24
    • 17644395597 scopus 로고    scopus 로고
    • Numerical implementation of the harmonic modified mild-slope equation
    • Silva R., Borthwick A.G.L., and Eatock-Taylor R. Numerical implementation of the harmonic modified mild-slope equation. Coastal Engineering 52 5 (2005) 391-407
    • (2005) Coastal Engineering , vol.52 , Issue.5 , pp. 391-407
    • Silva, R.1    Borthwick, A.G.L.2    Eatock-Taylor, R.3
  • 25
    • 33748029484 scopus 로고    scopus 로고
    • Silva, R., Mendoza, E., Losada, M.A., 2005b. Modelling linear wave transformation induced by dissipative structures. Regular Waves. Ocean Engineering, submitted for publication, doi:10.1016/j.oceaneng.2005.11.007.
  • 26
    • 0015285954 scopus 로고    scopus 로고
    • Sollitt, C., Cross, R., 1972. Wave transmission through permeable breakwaters. In: Proceedings of the 13th International Conference on Coastal Engineering, ASCE., Vancouver, Canada.
  • 27
    • 0035239023 scopus 로고    scopus 로고
    • Improved coastal boundary condition for surface water waves
    • Steward D., and Panchang V. Improved coastal boundary condition for surface water waves. Ocean Engineering 28 (2000) 139-157
    • (2000) Ocean Engineering , vol.28 , pp. 139-157
    • Steward, D.1    Panchang, V.2
  • 28
    • 33748061819 scopus 로고    scopus 로고
    • Van Gent, M., 1995. Wave interaction with permeable coastal structures. Ph.D. Thesis, Delf University of Technology, 173pp.


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.