论文标题
振荡流下的沉积物运输
Sediment transport under oscillatory flows
论文作者
论文摘要
描述了振荡的直接数值模拟的结果,描述了在无内聚层的球形颗粒(模仿沉积物晶粒)上的直接数值模拟的结果。通过使用沉浸式边界方法明确计算沉积物颗粒周围的流量,该方法允许作用在粒子上的力和扭矩及其动力学评估。雷诺数的不同值以及晶粒尺寸和边界层厚度之间的比率的不同值被认为是有用的,可用于量化断路器线附近海浪产生的沙波产生的砂转运。因此,结果用于测试经验沉积物传输公式在振荡周期内预测沉积物传输速率的能力。
The results of Direct Numerical Simulations of the oscillatory flow over a cohesionless bed of spherical particles, mimicking sediment grains, are described. The flow around the sediment particles is explicitly computed by using the immersed boundary method, which allows the force and torque acting on the particles to be evaluated along with their dynamics. Different values of the Reynolds number and different values of the ratio between the grain size and the thickness of the boundary layer are considered such that the results are useful to quantify the sand transport generated by sea waves in the region offshore of the breaker line. Therefore, the results are used to test the capability of empirical sediment transport formulae to predict the sediment transport rate during the oscillatory cycle.