理解和模拟波浪驱动的混合砂输运

J. V. D. Werf, F. Staudt, D. Posanski, W. Van de Wardt, J. Zanden, B. Vermeulen, J. Ribberink, S. Schimmels
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引用次数: 2

摘要

本文介绍了由细砂(0.21 mm)和粗砂(0.58 mm)混合泥沙组成的STENCIL全尺寸波浪水槽试验的新净输运数据。利用这些数据和来自全尺寸振荡流隧道实验的现有混合砂输运数据,验证了SANTOSS实际输沙公式,该公式包括粒径选择输运机制以及隐藏和暴露效应。STENCIL数据显示沉积物混合对河床形态和净输送速率有很强的影响。SANTOSS公式很好地预测了流动隧道的净输砂数据,并能合理地再现混合中每组分的净输砂量。新的STENCIL网络传输数据通常被低估。在进一步的研究中,SANTOSS公式将使用更详细的流动和输砂过程的STENCIL数据进行进一步测试和改进。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
UNDERSTANDING AND MODELLING WAVE-DRIVEN MIXED SAND TRANSPORT
This paper presents new net transport data from the STENCIL full-scale wave flume experiments with a sediment mix of a fine (0.21 mm) and a coarse (0.58 mm) sand fraction. These and existing mixed sand transport data from full-scale oscillatory flow tunnel experiments were used to validate the SANTOSS practical sand transport formula, which includes size-selective transport mechanisms and hiding and exposure effects. The STENCIL data show a strong effect of the sediment mix on the bed form regime and net transport rates. The SANTOSS formula predicts the flow tunnel net sand transport data well, and does a reasonable job in reproducing the net sand transport per fraction in the mix. The new STENCIL net transport data are generally underpredicted. In further research the SANTOSS formula will be further tested and improved using more detailed STENCIL data of flow and sand transport processes.
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