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EROSIVE AND ACCRETIVE MOBILE BED EXPERIMENTS IN LARGE SCALE TESTS

机译:大规模测试中的腐蚀性和增强的移动床实验

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Traditionally data and analysis for erosive or Accretive wave conditions have been carried out at relatively small scales and without enough spatial coverage or resolution. This limits the in depth analysis and does not allow an undistorted (with respect to NATURE) and reliable analysis. In this paper we shall present a sample of 1 Erosive and 2 different Accretive wave sequences acting on a large scale beach profile experiment carried out at the CIEM wave flume in Barcelona. The experimental intervals are large enough to properly assess the impulsive response to large wave events and the underlying trends. We shall be looking at collocated hydro and morphodynamic time series with emphasis on the time scale of the drivers and responses. The subsequent analysis will deal with the different net transport rates between both Accretive conditions and within the different Accretion pattern of both tested conditions. We shall examine the velocity and acceleration skewness of the measured time series at two different points along the bar, while the net transport of the bar decrease with the adaptation of the profile to a more stable situation. The resulting beach behavior will be discussed as a function of the driving hydrodynamics and original beach settings.
机译:传统上,对侵蚀或增强波条件的数据和分析已经在相对小的尺度上进行,并且没有足够的空间覆盖范围或分辨率。这限制了深度分析,不允许不受变异的(关于大自然)和可靠的分析。在本文中,我们将在巴塞罗那CIEM Wave Flume的大规模海滩型材实验上呈现1个腐蚀性和2种不同的增生波序列。实验间隔足以适当地评估对大浪事件和潜在趋势的冲动反应。我们将在司机和反应的时间规模上重视潜水机和形态学时间序列。随后的分析将对累积条件和两种测试条件的不同增量模式之间处理不同的净运输速率。我们将在沿着杆的两个不同点中检查测量时间序列的速度和加速度偏斜,而栏的净运输随着轮廓的适应而降低到更稳定的情况。得到的海滩行为将作为驱动流体动力学和原始海滩设置的函数讨论。

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