6. Wave Run-up and Overtopping
209
EurOtop. (2007). Wave Overtopping of Sea Defences and Related Structures: Assessment Manual, Environmental Agency, U.K. www.overtoppingmanual.com.
Hughes, S. A. (2003). Estimating irregular wave runup on smooth, imperméable
slope, ERDC/CHL CETN-III-68, U.S. Army Engineer Research and Development Center, Vicksburg, MS.
Hughes, S. A. (2004). Wave momentum flux parameter for coastal structure
design, Coastal Engineering, Elsevier, The Netherlands.
Hunt, I. A. (1959). Design of seawalls and breakwaters, J. Waterways and Harbour s Division, 85 (WW3), 123-152.
Iribarren, C. R., and Nogales, C. (1949). Protection des ports, XVIIth International Navigation Congress, Section II, Communication, pp. 31-80.
Kobayashi, N. (1999). Wave runup and overtopping on beaches and coastal
structures, Advances in Coastal and Océan Engrg., Vol. 5, World Scientific,
Singapore, pp. 95-154.
Mase, H. and Iwagaki, Y. (1984). Runup of random waves on gentle slopes, Proc.
19th Coastal Engrg. Conf., pp. 593-609.
Mase, H. (1989). Random wave runup height on gentle slope, J. Waterways, Port,
Coastal, and Océan Engineering, 115(5). ASCE, 649-661.
McConnell, K. J. (1998). Revetment Systems against wave attack: a design
manual, Thomas Telford, London.
Nielsen, P. and Hanslow, D. J. (1991). Wave runup distributions on natural
beaches, J. Coastal Res. 7(4), Coastal Ed. and Res. Found., pp. 1139-1152.
Owen, M. W. (1980) Design of Seawalls Allowing for Wave Overtopping,
Hydraulics Research Station, Wallingford, England. Report EX 924b.
Owen, M. W. and Steele, A. A. J. (1991). Effectiveness of recurved wave return
walls, HR Wallingford, Report SR 261.
Reeve, D., Chadwick, A. and Fleming, C. (2012). Coastal Engineering Processes,
Theory and Design Practice, Spon Press, Abington, UK.
Saville Jr., T. (1958). Wave run-up on composite slopes, Proc. 6th Int. Coastal
Engrg. Conf., pp. 691-699.
Sorensen, R. (1977). Basic Coastal Engineering, Springer, New York.
Stockdon, H. F., Holman, R. A., Howd, P. A. and Sallenger, A. H. (2006). Empirical parameterization of setup, swash, and runup, Coastal Engrg., 53, pp. 573588.
Van der Meer, J. W. and Stain, C. J. M. (1992). Wave runup on smooth and
rock slopes of coastal structures, J. Waterways, Port, Coastal and Océan
Engineering, Vol. 118, No. 5, September/October 1992.
Van der Meer, J. W. (1998) Rock Slopes and Gravel Beaches Under Wave
Attack. Ph.D. Dissertation, Delft Hydraulics Communication No. 396, Delft
Hydraulics Laboratory, Emmeloord, The Netherlands.
TAW 2002. Technical Report — Wave run-up and wave overtopping at dikes,
Technical Advisory Committee for Flood Defence in the Netherlands (TAW),
Delft.
US Army Engineer Research and Development Center (1984), Vicksburg, MS,
39180, USA, Jeffrey.A.Melby@usace.army.mil.
209
EurOtop. (2007). Wave Overtopping of Sea Defences and Related Structures: Assessment Manual, Environmental Agency, U.K. www.overtoppingmanual.com.
Hughes, S. A. (2003). Estimating irregular wave runup on smooth, imperméable
slope, ERDC/CHL CETN-III-68, U.S. Army Engineer Research and Development Center, Vicksburg, MS.
Hughes, S. A. (2004). Wave momentum flux parameter for coastal structure
design, Coastal Engineering, Elsevier, The Netherlands.
Hunt, I. A. (1959). Design of seawalls and breakwaters, J. Waterways and Harbour s Division, 85 (WW3), 123-152.
Iribarren, C. R., and Nogales, C. (1949). Protection des ports, XVIIth International Navigation Congress, Section II, Communication, pp. 31-80.
Kobayashi, N. (1999). Wave runup and overtopping on beaches and coastal
structures, Advances in Coastal and Océan Engrg., Vol. 5, World Scientific,
Singapore, pp. 95-154.
Mase, H. and Iwagaki, Y. (1984). Runup of random waves on gentle slopes, Proc.
19th Coastal Engrg. Conf., pp. 593-609.
Mase, H. (1989). Random wave runup height on gentle slope, J. Waterways, Port,
Coastal, and Océan Engineering, 115(5). ASCE, 649-661.
McConnell, K. J. (1998). Revetment Systems against wave attack: a design
manual, Thomas Telford, London.
Nielsen, P. and Hanslow, D. J. (1991). Wave runup distributions on natural
beaches, J. Coastal Res. 7(4), Coastal Ed. and Res. Found., pp. 1139-1152.
Owen, M. W. (1980) Design of Seawalls Allowing for Wave Overtopping,
Hydraulics Research Station, Wallingford, England. Report EX 924b.
Owen, M. W. and Steele, A. A. J. (1991). Effectiveness of recurved wave return
walls, HR Wallingford, Report SR 261.
Reeve, D., Chadwick, A. and Fleming, C. (2012). Coastal Engineering Processes,
Theory and Design Practice, Spon Press, Abington, UK.
Saville Jr., T. (1958). Wave run-up on composite slopes, Proc. 6th Int. Coastal
Engrg. Conf., pp. 691-699.
Sorensen, R. (1977). Basic Coastal Engineering, Springer, New York.
Stockdon, H. F., Holman, R. A., Howd, P. A. and Sallenger, A. H. (2006). Empirical parameterization of setup, swash, and runup, Coastal Engrg., 53, pp. 573588.
Van der Meer, J. W. and Stain, C. J. M. (1992). Wave runup on smooth and
rock slopes of coastal structures, J. Waterways, Port, Coastal and Océan
Engineering, Vol. 118, No. 5, September/October 1992.
Van der Meer, J. W. (1998) Rock Slopes and Gravel Beaches Under Wave
Attack. Ph.D. Dissertation, Delft Hydraulics Communication No. 396, Delft
Hydraulics Laboratory, Emmeloord, The Netherlands.
TAW 2002. Technical Report — Wave run-up and wave overtopping at dikes,
Technical Advisory Committee for Flood Defence in the Netherlands (TAW),
Delft.
US Army Engineer Research and Development Center (1984), Vicksburg, MS,
39180, USA, Jeffrey.A.Melby@usace.army.mil.