LABORATORY WAVE REFLECTION ANALYSIS USING CO-LOCATED GAUGES

被引:40
作者
HUGHES, SA
机构
[1] Research Hydraulic Engineer, US Army Engineer Waterways Experiment Station, Coastal Engineering Research Center, Vicksburg, MS 39180-6199
关键词
Co-located gages - Laboratory wave reflection analysis - Linear wave theory - Spatially separated wave gage method - Two-dimensional wave flumes;
D O I
10.1016/0378-3839(93)90003-Q
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Most coastal and ocean engineering laboratories employ techniques that use two or three spatially separated wave gages to estimate reflection of irregular waves in two-dimensional wave flumes. This paper presents a frequency domain method for separating incident and reflected wave spectra from co-located gages (gages located on the same vertical line). The technique is based on linear wave theory, and it can be applied to time series of sea surface elevation and horizontal water velocity collected in a vertical array, or it can be used with horizontal and vertical water velocity time series collected at the same point in the water column. Application of the method is limited to those frequencies showing good coherence between time series signals. Outside the range of good coherence, gross inaccuracies occur. The utility of the co-located gape method is illustrated using water velocity data collected in a wave flume with a laser Doppler velocimeter, and the method is validated for the case of complete reflection by a vertical wall. Side-by-side comparison to the spatially-separated wave gage method of Goda and Suzuki ( 1976) exhibited close agreement for a variety of irregular wave trains being weakly reflected by a mild sloping beach. The co-located gage method is useful in situations where there are spatial variations in the wavelength. such as on a mildly sloping bottom, or in the region close to highly reflective structures where errors arising from spatial variations in characteristic wave parameters would corrupt estimates made using the spatially-separated wave gage method.
引用
收藏
页码:223 / 247
页数:25
相关论文
共 16 条
[1]  
DEAN RG, 1984, WATER WAVE MECHANICS
[2]  
GAILLARD P, 1980, 17TH P COAST ENG C S, V1, P201
[3]  
Goda Y., 1977, P 15 INT C COAST ENG, P828, DOI DOI 10.1061/9780872620834.048
[4]  
GUZA RT, 1984, 19TH P COAST ENG C H, V1, P708
[5]   ESTIMATING WAVE-INDUCED BOTTOM VELOCITIES AT VERTICAL WALL [J].
HUGHES, SA .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1992, 118 (02) :175-192
[6]  
Kajima R, 1969, COASTAL ENG JAPAN, V12, P9
[7]  
KUBOTA S, 1990, 22ND P COAST ENG C D, V1, P570
[8]  
Mansard E.P.D., 1980, P COAST ENG MAR, P154, DOI DOI 10.1061/9780872622647.008
[9]  
MAOXING G, 1988, OCEAN ENG, V15, P319
[10]   A FIELD-STUDY OF WAVE REFLECTIONS FROM AN EXPOSED DISSIPATIVE BEACH [J].
NELSON, RC ;
GONSALVES, J .
COASTAL ENGINEERING, 1990, 14 (05) :457-477