Wave run-up on a high-energy dissipative beach

被引:124
作者
Ruggiero, P
Holman, RA
Beach, RA
机构
[1] US Geol Survey, Coastal & Marine Geol Program, Menlo Pk, CA 94025 USA
[2] Consortium Oceanog Res & Educ, Washington, DC 20036 USA
[3] Oregon State Univ, Coll Ocean & Atmospher Sci, Corvallis, OR 97331 USA
关键词
wave run-up; dissipative beach; swash zone; Oregon; nearshore; infragravity;
D O I
10.1029/2003JC002160
中图分类号
P7 [海洋学];
学科分类号
0707 ;
摘要
Because of highly dissipative conditions and strong alongshore gradients in foreshore beach morphology, wave run-up data collected along the central Oregon coast during February 1996 stand in contrast to run-up data currently available in the literature. During a single data run lasting approximately 90 min, the significant vertical run-up elevation varied by a factor of 2 along the 1.6 km study site, ranging from 26 to 61% of the offshore significant wave height, and was found to be linearly dependent on the local foreshore beach slope that varied by a factor of 5. Run-up motions on this high-energy dissipative beach were dominated by infragravity ( low frequency) energy with peak periods of approximately 230 s. Incident band energy levels were 2.5 to 3 orders of magnitude lower than the low-frequency spectral peaks and typically 96% of the run-up variance was in the infragravity band. A broad region of the run-up spectra exhibited an f(-4) roll off, typical of saturation, extending to frequencies lower than observed in previous studies. The run-up spectra were dependent on beach slope with spectra for steeper foreshore slopes shifted toward higher frequencies than spectra for shallower foreshore slopes. At infragravity frequencies, run-up motions were coherent over alongshore length scales in excess of 1 km, significantly greater than decorrelation length scales on moderate to reflective beaches.
引用
收藏
页码:C060251 / 12
页数:12
相关论文
共 38 条
[1]  
AAGAARD T, 1989, J COASTAL RES, V5, P547
[2]  
Allan JC, 2002, J COASTAL RES, V18, P175
[3]  
[Anonymous], ANN PONTS CHAUSSEES
[4]  
Battjes J.A., 1974, 14 COAST ENG C AM SO
[5]  
BEACH RA, 1991, COASTAL SEDIMENTS 91, P114
[6]  
Butt T, 2000, J COASTAL RES, V16, P255
[7]   WATER WAVES OF FINITE AMPLITUDE ON A SLOPING BEACH [J].
CARRIER, GF ;
GREENSPAN, HP .
JOURNAL OF FLUID MECHANICS, 1958, 4 (01) :97-109
[8]   Hydrodynamics and sediment transport in the swash zone: a review and perspectives [J].
Elfrink, B ;
Baldock, T .
COASTAL ENGINEERING, 2002, 45 (3-4) :149-167
[9]   SWASH OSCILLATIONS ON A NATURAL BEACH [J].
GUZA, RT ;
THORNTON, EB .
JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 1982, 87 (NC1) :483-491
[10]  
GUZA RT, 1976, 15 COAST ENG C AM SO