双重溃坝驱动的冲刷-冲刷相互作用压力梯度数值模拟

IF 4.5 2区 工程技术 Q1 ENGINEERING, CIVIL
Julian Rodríguez-Burguette , Courtney Olney , Jack A. Puleo , Alec Torres-Freyermuth
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引用次数: 0

摘要

冲积带流体动力学控制着海岸线变化和海滩侵蚀/增生。为了参数化数值模型来预测这些形态动力学,需要在逐波的基础上理解激流流体动力学。在实验室中,通过分析单个的冲刷事件,详细地研究了流体力学。然而,在天然海滩上发生的冲刷-冲刷相互作用对控制沉积物输运的水动力参数(如压力梯度)的时空分布起着重要作用。在这项工作中,使用相位和深度分辨数值模型(VOF-RANS)研究了冲刷相互作用。数值模型用自由地表高程和近床冲刷速度测量数据进行了验证,这些数据来自双坝实验室实验,适用于不同的冲刷相互作用类型(捕获、弱和强相互作用)。数值模型与实验数据(典型相关值>;0.92和均方根误差<;0.35 m/s的近层速度)。采用数值模型研究了水平和垂直压力梯度的时空演变规律。模拟结果表明,在弱相互作用和强相互作用情况下,主要在与压力梯度相关的最大峰值处,总加速度可以近似地表示与倾斜相互作用相关的床平行总力。在捕获的情况下,在外部和中间的摇摆区有一个很差的配合,在内部的摇摆区有一个模型技能的提高。然而,在床床附近,总力和总加速度在床床正交方向上有很大的差异,这意味着湍流应力不能被忽略。最大压力梯度的位置与归一化斜流分离时间和相互作用孔偏移比密切相关。数值结果表明了基于运行时间序列的水动力条件参数化的可能性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical modeling of pressure gradients in swash-swash interactions driven by a double dam-break
Swash zone hydrodynamics control shoreline change and beach erosion/accretion. Understanding of swash hydrodynamics on a wave-by-wave basis is needed for the parameterization of numerical models to predict these morphodynamics. Detailed hydrodynamics have been investigated in the laboratory by analyzing single swash events. However, swash-swash interactions, occurring on natural beaches, play an important role on the spatial and temporal distributions of hydrodynamic parameters controlling sediment transport (e.g., pressure gradients). In this work, swash interactions are investigated using a phase- and depth-resolving numerical model (VOF-RANS). The numerical model is validated with free-surface elevation and nearbed swash velocity measurements, from double dam-break laboratory experiments, for different swash interaction types (capture, weak, and strong interactions). A satisfactory agreement of the complex swash dynamics was found between the numerical model and the laboratory data (typical correlation values > 0.92 and root-mean-square-error <0.35 m/s for nearbed velocity). The numerical model was employed to investigate the spatial and temporal evolution of horizontal and vertical pressure gradients. Simulations indicate the bed-parallel total force associated with swash interactions can be approximated by the total acceleration in the weak and strong interactions cases mainly at the maximum peaks associated with the pressure gradient. In the capture case, there is a poor fit in the outer and middle swash zone, with model skill improvement in the inner swash zone. However, large differences were predicted between the total force and the total acceleration in the bed-orthogonal direction near the bed, implying turbulence stresses cannot be neglected. The location of the maximum pressure gradient is strongly correlated with the normalized swash separation time and the excursion ratio of interacting bores. The numerical results suggest the potential parameterization of hydrodynamic conditions based on runup time series.
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来源期刊
Coastal Engineering
Coastal Engineering 工程技术-工程:大洋
CiteScore
9.20
自引率
13.60%
发文量
0
审稿时长
3.5 months
期刊介绍: Coastal Engineering is an international medium for coastal engineers and scientists. Combining practical applications with modern technological and scientific approaches, such as mathematical and numerical modelling, laboratory and field observations and experiments, it publishes fundamental studies as well as case studies on the following aspects of coastal, harbour and offshore engineering: waves, currents and sediment transport; coastal, estuarine and offshore morphology; technical and functional design of coastal and harbour structures; morphological and environmental impact of coastal, harbour and offshore structures.
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