论文信息 - WAVE RUN-UP AND REFLECTION AT RUBBLE MOUND BREAKWATERS WITH ECOPODE ARMOR LAYER

WAVE RUN-UP AND REFLECTION AT RUBBLE MOUND BREAKWATERS WITH ECOPODE ARMOR LAYER

In 2008 the authors verified the hydraulic stability of a coastal defense project to be built along the NW coast of Sicily (Italy, Tomasicchio et al., 2009). The intervention consisted of shore parallel barriers armored with a relatively new eco-friendly system: ECOPODETM. In that context the idea arose of conducting an exhaustive experimental campaign on the “ hydraulic response “ of these units, including wave run-up , wave overtopping, wave transmission and wave reflection observations. The latter has been performed in 2010 at the LInC Laboratory of University of Naples “Federico II”. In this paper results on wave run-up and reflection are presented and discussed.

[1] Leopoldo Franco,et al. Overtopping performance of different armour units for rubble mound breakwaters , 2009 .

[2] E. Mansard,et al. The Measurement of Incident and Reflected Spectra Using a Least squares Method , 1980 .

[3] L. Hamm,et al. Wave parameters in the nearshore: A clarification , 1997 .

[4] Jeffrey A. Melby,et al. Wave runup, transmission, and reflection for structures armored with CORE-LOC® , 2002 .

[5] Steven A. Hughes,et al. Estimation of wave run-up on smooth, impermeable slopes using the wave momentum flux parameter , 2004 .

[6] Nobuo Shuto,et al. Wave Run-Up on Coastal Structures , 1966 .

[7] James E. Skjelbreia,et al. ESTIMATING INCIDENT AND REFLECTED WAVE FIELDS USING AN ARBITRARY NUMBER OF WAVE GAUGES , 1993 .

[8] Hocine Oumeraci,et al. WAVE REFLECTION AND WAVE RUN-UP AT RUBBLE MOUND BREAKWATERS , 2007 .

[9] Y. Goda,et al. ESTIMATION OF INCIDENT AND REFLECTED WAVES IN RANDOM WAVE EXPERIMENTS , 1976 .

[10] Barbara Zanuttigh,et al. Wave reflection from coastal structures in design conditions , 2008 .

[11] Markus Muttray,et al. DEVELOPMENT OF CONCRETE BREAKWATER ARMOUR UNITS , 2003 .