Free surface elevation time series of breaking water waves were measured in a laboratory flume. This was done in order to analyze changes in wave characteristics as the w'/> Cross-Correlation of Station-to-Station Free Surface Elevation Time Series for Breaking Water Waves
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Cross-Correlation of Station-to-Station Free Surface Elevation Time Series for Breaking Water Waves

机译:打破水浪的站间自由表面高程时间序列的互相关

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style="text-align:justify;"> Free surface elevation time series of breaking water waves were measured in a laboratory flume. This was done in order to analyze changes in wave characteristics as the waves propagated from deep water to the shore. A pair of parallel- wire capacitive wave gages was used to simultaneously measure free surface elevations at different positions along the flume. One gage was kept fixed near the wave generator to provide a reference while the other was moved in steps of 0.1 m in the vicinity of the break point. Data from these two wave gages measured at the same time constitute station-to-station free surface elevation time series. Fast Fourier Transform (FFT) based cross-correlation techniques were employed to determine the time lag between each pair of the time series. The time lag was used to compute the phase shift between the reference wave gage and that at various points along the flume. Phase differences between two points spaced 0.1 m apart were used to calculate local mean wave phase velocity for a point that lies in the middle. Results show that moving from deep water to shallow water, the measured mean phase velocity decreases almost linearly from about 1.75 m/s to about 1.50 m/s at the break point. Just after the break point, wave phase velocity abruptly increases to a maximum value of 1.87 m/s observed at a position 30 cm downstream of the break point. Thereafter, the phase velocity decreases, reaching a minimum of about 1.30 m/s.
机译:style =“ text-align:justify;”>在实验室水槽中测量了破裂的水波的自由表面高程时间序列。这样做是为了分析波浪从深水传播到海岸时波浪特征的变化。一对平行线电容波表用于同时测量沿水槽不同位置的自由表面标高。一个量具保持固定在波发生器附近以提供参考,而另一个量具在断点附近以0.1 m的步长移动。同时测量的两个波表的数据构成了站间自由表面高程时间序列。使用基于快速傅里叶变换(FFT)的互相关技术来确定时间序列的每对之间的时间滞后。时滞用于计算参考波表与沿水槽各个点之间的相移。相距0.1 m的两个点之间的相位差用于计算中间一个点的局部平均波相速度。结果表明,从深水到浅水,在断点处测得的平均相速度几乎线性地从约1.75 m / s减小到约1.50 m / s。刚好在断点之后,在断点下游30 cm处观察到的波相速度突然增加到最大值1.87 m / s。此后,相速度降低,达到最小约1.30 m / s。

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