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首页> 外文期刊>International journal of river basin management >3D simulation of flow around a single spur dike with free-surface flow
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3D simulation of flow around a single spur dike with free-surface flow

机译:具有自由表面流的单个丁坝周围水流的3D模拟

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In the present study, flow patterns around a single spur dike (also termed a groyne) with free-surface flow was simulated using a numerical model known as Fluent. The model solved the folly three-dimensional, Reynolds-averaged Navier- Stokes equation to predict flow near the structure where three-dimensional flow is dominant. To treat the complex free-surface flow, the volume of fluid method with geometric reconstruction scheme was applied and turbulence was simulated using standard k —-ω equations. In this research work, both a structured and an unstructured mesh were used and the density of the mesh spacing was selected the highest near the walls and also free surface to obtain more accurate results. Comparison of free surface and velocities of 3D model showed good agreement with three experimental flume data obtained by other researchers. The reattachment length for various conditions was computed using the numerical results and flow pattern was presented for repelling, attracting and vertical spur dikes together. Also, bed-shear stress distribution was presented and the effects of flow discharge and the length and angle of the spur dike upon the bed shear-stress distribution were evaluated.
机译:在本研究中,使用称为Fluent的数值模型模拟了具有自由表面流动的单个丁坝(也称为丁坝)周围的流动模式。该模型解决了愚蠢的三维雷诺平均Navier-Stokes方程,以预测三维流动占主导地位的结构附近的流动。为了处理复杂的自由表面流,应用了采用几何重构方案的流体方法,并使用标准的k--ω方程模拟了湍流。在这项研究工作中,既使用结构化网格也使用非结构化网格,并且在壁附近和自由表面附近选择网格间距的密度最高,以获得更准确的结果。 3D模型的自由表面和速度的比较显示与其他研究人员获得的三个实验水槽数据具有很好的一致性。使用数值结果计算了各种条件下的重新附着长度,并给出了用于排斥,吸引和竖向丁坝的流动模式。此外,给出了床剪应力分布,并评估了流量排放以及丁坝的长度和角度对床剪应力分布的影响。

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