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SIMULATION OF SORTING IN THE CROSSSHORE DIRECTION AND TOPOGRAPHY CHANGE OF BEACH COMPOSED OF FINE AND COARSE SANDS

机译:细砂和粗砂组成的海滩横切方向排序和地形变化的模拟

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Numerical models for predicting topography change caused by sediment transport so far are generally carried out by using representative grain size. But actually bed material in the field often has wide grain size distribution. In a beach where grain size distributes widely, the direction of bed material transport depends on its grain size because the mode of transport of fine bed material is different from that of coarse bed material in the cross-shore direction every now and then. The purpose of this study is to simulate sorting process of the bed materials in the cross-shore direction due to difference of transport direction between fine and coarse materials and topography change by applying SBEACH model (Larson and Kraus, 1989). Although representative grain size such as the mean grain size is originally used in SBEACH, in this study the model is extended to apply to the beach composed of mixed bed materials. In this expanded model, sediment transport rate and transport direction of each grain size are estimated separately on the presumption that the beach is uniformly composed of bed material of each grain size. Total sediment transport rate is evaluated as the summation of the product of transport rate and content rate of each grain size. This expanded model can take account of grain size distribution for sediment transport rate. The change in the grain size distribution at the surface layer is calculated by conservation of mass of bed material of each grain size in the exchange layer. We carried out simulation to reproduce the hydraulic model tests. Simulated grain size distributions gave qualitative explanation for the observed one by the hydraulic model tests. Calculated results showed that the coarse materials and fine materials tend to move to the counter direction just like the measured results in model tests.
机译:到目前为止,通常通过使用代表性颗粒尺寸来预测由沉积物运移引起的地形变化的数值模型。但是实际上,该领域的床料通常具有宽的粒度分布。在粒度分布广泛的海滩上,床料的输送方向取决于其粒度,因为细床料的输送方式有时与粗床料的跨岸方向不同。这项研究的目的是通过应用SBEACH模型模拟由于细料和粗料之间的输送方向的差异和地形变化而引起的跨岸方向的床层物料的分选过程(Larson和Kraus,1989)。尽管在SBEACH中最初使用了具有代表性的粒度(例如平均粒度),但在本研究中,该模型已扩展为适用于由混合床材料组成的海滩。在该扩展模型中,假设海滩由各种粒度的床层材料均匀组成,则分别估算每种粒度的沉积物迁移率和迁移方向。沉积物的总输运速率是每个颗粒尺寸的输运速率与含量比率的乘积之和。该扩展模型可以考虑粒径分布以用于沉积物传输速率。表面层的粒度分布的变化是通过在交换层中保持每种粒度的床材料的质量来计算的。我们进行了模拟以重现水力模型测试。通过水力模型试验,模拟的晶粒尺寸分布对观察到的晶粒度给出了定性的解释。计算结果表明,与模型测试中的测量结果一样,粗料和细料趋于向相反的方向移动。

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