Bibliographie
Kanoglu, U et Synolakis, C (1998). Long wave runup on piecewise linear
topographies.experiments of tsunami runup on a circular island. Pure and Applied
Geophysics.
Madsen, P.A et Schaffer, H.A (2010).Analytical solutions for tsunami runup on a plane
beach : single waves, N-waves and transient waves. Journal of Fluid Mechanics, 645 ,pp 2757.
Per, A.M et Hemming, A.S 2010. Analytical solutions for tsunami runup on a plane beach :
single waves, N-waves and transient waves. Journal of Fluid Mechanics, 645 :27–57.
Seelig, W.N et Ahrens, J.P (1981).Estimation of wave reflection and energy
dissipationcoefficients for beaches, revetments and breakwaters. TP81-1, Coastal Engg Res
Center, US Army Corps ofEngrs,Vicksburg,MS.
Synolakis, C.E et Bernard, E.N (2006). Tsunami science before and beyond boxing
day2004.Philosophical Transactions of the Royal Society A: Mathematical,Physical and
engineering Sciences, 364(1845) , pp 2231–2265.
TAW (2002).Technisch rapport golfoploop en golfoverslagbijdijken/Wave run-up and
waveOvertopping at dikes. Technical report, Technical Advisory Committee on Flood
Defence(TAW), Delft.
Thompson, D.M et Shuttler, R.M (1975).Riprap design for wind wave attack. A laboratory
Study in random waves. Report EX 707, Hydraulics Research,Wallingford.
Thompson, D.M et Shuttler, R.M (1975).Riprap design for wind wave attack. A laboratory
studyin random waves. Report EX 707, Hydraulics Research,Wallingford
Urban, N.M and Fricker, T.E (2010).A comparison of Latin hypercube and grid ensemble
designs for the multivariate emulation of an Earth system model. Computers et Geosciences,
36(6), pp 746–755.
Van der Meer, J.W (1988). Rock slopes and gravel beaches under wave attack. PhD
thesis,Delft University of Technology, Delft.Also Delft Hydraulics publication no 396.
Van der Meer, J.W etStam, C.J.M (1992).Wave runup on smooth and rock slopes of
Coastal structures.J Waterway, Port, Coastal and Ocean Engg, vol 118, no 5,
Septembre/Octobre,pp 534–550.
Kanoglu, U et Synolakis, C (1998). Long wave runup on piecewise linear
topographies.experiments of tsunami runup on a circular island. Pure and Applied
Geophysics.
Madsen, P.A et Schaffer, H.A (2010).Analytical solutions for tsunami runup on a plane
beach : single waves, N-waves and transient waves. Journal of Fluid Mechanics, 645 ,pp 2757.
Per, A.M et Hemming, A.S 2010. Analytical solutions for tsunami runup on a plane beach :
single waves, N-waves and transient waves. Journal of Fluid Mechanics, 645 :27–57.
Seelig, W.N et Ahrens, J.P (1981).Estimation of wave reflection and energy
dissipationcoefficients for beaches, revetments and breakwaters. TP81-1, Coastal Engg Res
Center, US Army Corps ofEngrs,Vicksburg,MS.
Synolakis, C.E et Bernard, E.N (2006). Tsunami science before and beyond boxing
day2004.Philosophical Transactions of the Royal Society A: Mathematical,Physical and
engineering Sciences, 364(1845) , pp 2231–2265.
TAW (2002).Technisch rapport golfoploop en golfoverslagbijdijken/Wave run-up and
waveOvertopping at dikes. Technical report, Technical Advisory Committee on Flood
Defence(TAW), Delft.
Thompson, D.M et Shuttler, R.M (1975).Riprap design for wind wave attack. A laboratory
Study in random waves. Report EX 707, Hydraulics Research,Wallingford.
Thompson, D.M et Shuttler, R.M (1975).Riprap design for wind wave attack. A laboratory
studyin random waves. Report EX 707, Hydraulics Research,Wallingford
Urban, N.M and Fricker, T.E (2010).A comparison of Latin hypercube and grid ensemble
designs for the multivariate emulation of an Earth system model. Computers et Geosciences,
36(6), pp 746–755.
Van der Meer, J.W (1988). Rock slopes and gravel beaches under wave attack. PhD
thesis,Delft University of Technology, Delft.Also Delft Hydraulics publication no 396.
Van der Meer, J.W etStam, C.J.M (1992).Wave runup on smooth and rock slopes of
Coastal structures.J Waterway, Port, Coastal and Ocean Engg, vol 118, no 5,
Septembre/Octobre,pp 534–550.