LABORATORY SIMULATIONS OF DIRECTIONALLY SPREAD SHOALING WAVES

被引:6
作者
ELGAR, S
GUZA, RT
FREILICH, MH
BRIGGS, MJ
机构
[1] UNIV CALIF SAN DIEGO,SCRIPPS INST OCEANOG,CTR COASTAL STUDIES,LA JOLLA,CA 92093
[2] CALTECH,JET PROP LAB,PASADENA,CA 91109
[3] WATERWAYS EXPT STN,COASTAL ENGN RES CTR,VICKSBURG,MS 39180
来源
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE | 1992年 / 118卷 / 01期
关键词
D O I
10.1061/(ASCE)0733-950X(1992)118:1(87)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Field observations of a shoaling, nonbreaking, directionally spread wave field are simulated in a laboratory basin to determine whether laboratory artifacts cause significant distortions of the shoaling process. The laboratory wave field is measured with scaled arrays of surface-elevation sensors similar to the arrays used for the field observations. However, differences in the laboratory and field beach slopes (0.033 and 0.025, respectively) do not allow precise replication of the field conditions in the laboratory. Therefore, a nonlinear wave propagation model with no adjustable parameters (previously successfully compared to a wide range of field data) is used to show that differences between the laboratory and field data sets are caused primarily by the different beach slopes. The observations demonstrate, in agreement with the model, that it is possible to compensate partially for differences in beach slope by altering the initial conditions. With such compensation, the evolution of surface-elevation power spectra, bispectra, and skewness and asymmetry are remarkably similar in the laboratory and field. Frequency-directional spectra measured just outside the surf zone also show similar nonlinear effects in both field and laboratory data. Based on this case study, the laboratory directional wave basin appears to be useful for investigating the linear and nonlinear evolution of random, two-dimensional waves on beaches.
引用
收藏
页码:87 / 103
页数:17
相关论文
共 19 条
[11]   MODEL-DATA COMPARISONS OF MOMENTS OF NONBREAKING SHOALING SURFACE GRAVITY-WAVES [J].
ELGAR, S ;
FREILICH, MH ;
GUZA, RT .
JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 1990, 95 (C9) :16055-16063
[12]   NONLINEAR EFFECTS ON SHOALING SURFACE GRAVITY-WAVES [J].
FREILICH, MH ;
GUZA, RT .
PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 1984, 311 (1515) :1-41
[13]   OBSERVATIONS OF NONLINEAR EFFECTS IN DIRECTIONAL SPECTRA OF SHOALING GRAVITY-WAVES [J].
FREILICH, MH ;
GUZA, RT ;
ELGAR, SL .
JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 1990, 95 (C6) :9645-9656
[14]   NONLINEAR REFRACTION DIFFRACTION OF WAVES IN SHALLOW-WATER [J].
LIU, PLF ;
YOON, SB ;
KIRBY, JT .
JOURNAL OF FLUID MECHANICS, 1985, 153 (APR) :185-201
[15]   PERFORMANCE OF A NUMERICAL SHORT-WAVE MODEL [J].
MADSEN, PA ;
WARREN, IR .
COASTAL ENGINEERING, 1984, 8 (01) :73-93
[16]  
Mei C.C., 1972, WAVES BEACHES RESULT, P181
[17]   NONLINEAR REFRACTION DIFFRACTION OF SURFACE-WAVES IN INTERMEDIATE AND SHALLOW-WATER [J].
RYGG, OB .
COASTAL ENGINEERING, 1988, 12 (03) :191-211
[18]   A SCALE COMPARISON OF WAVES BREAKING ON A BEACH [J].
STIVE, MJF .
COASTAL ENGINEERING, 1985, 9 (02) :151-158
[19]   REFRACTION - DIFFRACTION OF IRREGULAR WAVES OVER A MOUND [J].
VINCENT, CL ;
BRIGGS, MJ .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1989, 115 (02) :269-284