河道分叉处床载荷迁移的 3D-CFD 分析

Tino Kostić, Yuanjie Ren, Stephan Theobald
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摘要

这项研究的目的是以数值方法再现河道分叉处的床面负荷迁移过程,从而评估三维计算流体动力学(CFD)床面负荷迁移模拟的方法和可行性。具体做法是通过数值模拟两种渠道分叉的物理模型研究:Bulle 于 1926 年进行的研究和卡塞尔大学水力实验室进行的大规模渠道分叉研究。通过比较河道区域的床面负荷分布、床面负荷沉积的形成以及床面负荷随时间的变化,对数值结果进行了评估。布尔模型的数值模拟是针对不同的边界条件、数值参数、沉积物粒径、流速、两个河道支流的流量分布以及较长时间的运行模拟进行的。针对影响数值参数的不同沉积物类型以及不同的流量分布和河道宽度/深度比,对卡塞尔大学分岔进行了研究。最后,还研究了基质向直槽偏移的结构。结果表明,即使在复杂的水力条件下,三维-CFD 模型也能成功模拟基质运动。根据所获得的结果,获得了应用 3D-CFD 床载运移模拟的重要指标和建议。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
3D-CFD analysis of bedload transport in channel bifurcations
The aim of this research was to numerically reproduce bedload transport processes in channel bifurcations and thereby evaluate the methodology and feasibility of 3D-computational fluid dynamics (CFD) bedload transport simulations. This was carried out by numerically replicating two physical model investigations of channel bifurcations: research conducted by Bulle in 1926 and a large-scale channel bifurcation investigated at the Kassel University hydraulic laboratory. The numerical results were evaluated by comparing bedload distributions in the channel areas, formations of bedload depositions and development of bedload over time. The numerical simulations of Bulle's model were conducted for different boundary conditions, numerical parameters, sediment grain sizes, flow rates, flow distributions on the two channel branches and for longer running simulations. The investigations of the Kassel University bifurcation were carried out for different sediment types, which influences the numerical parameters, as well as for different flow distributions and channel width/depth ratios. Finally, structures for deflection of bedload into the straight channel were investigated. The results showed that bedload movement can be successfully simulated with 3D-CFD models, even in complex hydraulic conditions. Based on the obtained results, important indicators and recommendations for the application of 3D-CFD bedload transport simulations were acquired.
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