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Hydrodynamic processes and bedload transport associated with large-scale sandwaves in the Taiwan Strait

机译:台湾海峡与大规模沙波有关的水动力过程和基岩输运

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Hydrodynamic processes and bedload transport over a large-scale sandwave field were analyzed along three transects in Taiwan Strait based on measurements of water depth, current velocities within the water column, and the physical properties of the sediment at the seabed. The sandwaves in consideration have steep crests and flat troughs, with a width of 14.420.3m and a length of 325820m. Generally, the mean H/L ratio falls in the range of large-scale sandwaves, but the ratio is larger than the average, deviating from the global trend. The H/d ratio is much higher than the global average. The current-velocity vectors at the sandwave crests, troughs, stoss sides, and lee sides turned in a clockwise manner within a tidal cycle; the current speed above the crest was relatively larger than above the trough. During the flood tide, the current speed reached a maximum in the layer 911m below the water surface. During the measurement period, there was net accumulation of sediment over the study area. The migration of the sandwaves caused by bedload transport varied widely at different transects: for the three transects in consideration, migration in the flood direction occurred at two transects, with different migrating speeds; and ebb-dominated migration occurred at the third transect. The migration rate predicted by the bedload transport calculations, based on tidal current measurements, is lower than long-term observations by remote sensing, which may be due to the fact that this region is frequently influenced by storm events, and the long-term migration patterns are related to the enhanced currents and waves during storms. Further, time-velocity asymmetry of the tidal currents, as observed in the present study, may also favor the enhanced migration rate during storm events.
机译:基于水深,水柱内流速和海底沉积物的物理特性的测量结果,沿着台湾海峡的三个样带分析了大型砂波场上的水动力过程和床荷传输。所考虑的沙波具有陡峭的波峰和平坦的波谷,其宽度为14.420.3m,长度为325820m。通常,平均H / L比率落在大型沙波范围内,但该比率大于平均值,这偏离了全球趋势。 H / d比远高于全球平均水平。沙波波峰,波谷,波涛侧和背风侧的流速矢量在一个潮汐周期内按顺时针方向旋转。当前波峰上方的速度相对大于波谷上方的速度。在洪潮期间,当前速度在水面以下的911m层达到最大值。在测量期间,研究区域内沉积物净积累。由基岩输运引起的沙波迁移在不同的样带上变化很大:考虑到三个样带,在洪水方向上的迁移发生在两个样带上,迁移速度不同。退潮为主的迁移发生在第三个样带。根据潮汐测量结果,通过基床载运量计算预测的迁移率低于通过遥感进行的长期观测,这可能是由于该地区经常受到风暴事件的影响以及长期迁移模式与风暴期间增强的电流和波浪有关。此外,如本研究中所观察到的那样,潮流的时速不对称也可能有利于风暴事件期间迁移率的提高。

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