Field and laboratory measurement of wave impacts

Coastal Structures 2003 - Proceedings of the Conference

Volumn , Issue , 2003, Pages 343-355

  Bullock, Geoffrey ^a   Obhrai, Charlotte ^a   Müller, Gerald ^a   Wolters, Guido ^a   Peregrine, Howell ^a   Bredmose, Henrik ^a  

^a UNIVERSITY OF PLYMOUTH   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

COASTAL ZONES; LABORATORIES; MATHEMATICAL MODELS; OCEAN STRUCTURES; PRESSURE EFFECTS; SEAWATER;

BREAKING WAVES; COASTAL STRUCTURES; SHOCK PRESSURE; WAVE IMPACTS;

WATER WAVES;

EID: 11244278811     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (9)

1. Allsop, N.W.H. & Kortenhaus, A. (2001). "Ch. 2: Hydraulic aspects." Probabilistic design tools for vertical breakwaters, A.A.Balkema, Rotterdam, 61-156.
2. Bird, P.A.D., Crawford, A.R., Hewson, P.J., & Bullock, G.N. (1998). "An instrument for field measurement of wave impact pressures and seawater aeration." Coastal Eng., 35, 103-122.
3. Blackmoore, P.A. & Hewson, P.J. (1984) "Experiments on full-scale wave height pressures." Coastal Eng. 8, 331-346.
4. Bullock, G.N., Crawford, A.R., Hewson, P.J., Walkden, M.J.A. & Bird, P.A.D. (2001). "The influence of air and scale on wave impact pressures". Coastal Eng., 42, 291-312.
5. Bullock, G.N., Hewson, P.J., Crawford, A.R. & Bird, P.A.D. (2000). "Field and laboratory measurement of wave loads on vertical breakwaters". Coastal Structures 99, A.A.Balkema, Rotterdam 2, 613-621.
6. nd Int. Conf. Coastal Eng. (1) 164-167.
7. Dold, J. W. (1992). "An efficient surface integral algorithm applied to unsteady gravity waves." J. Computational Physics, 103, 90-115.
8. Peregrine, D.H. & Thais, S. (1996) "The effect of entrained air in violent water wave impacts". J. Fluid Mech., 325, 377-397.
9. Wei, G., Kirby, J.T., Grilli, S.T. & Subramanya, R. (1995). "A fully nonlinear Boussinesq model for surface waves. Part 1. Highly nonlinear unsteady waves." J. Fluid. Mech. 294, 71-92.