首页> 外文期刊>KSCE journal of civil engineering >Evaluation of Hydrodynamic Consequences for Horseshoe Vortex System Developing Around two Eccentrically Arranged Identical Piers of Diverse Shapes
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Evaluation of Hydrodynamic Consequences for Horseshoe Vortex System Developing Around two Eccentrically Arranged Identical Piers of Diverse Shapes

机译:马蹄形涡流系统绕着两个不同形状的同心排列的相同墩墩展开的水力后果评估

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This research provides experimental outcomes of hydrodynamic flow formations around two square piers of same width positioned in inline front and eccentric rear arrangement with a constant longitudinal spacing and eccentricity. Measurements of instantaneous velocities in polar coordinate system were taken by a Doppler type acoustic velocimeter. The distributions and contour profiles of time mean tangential, radial and vertical velocities, kinetic energy and intensities due to turbulence are presented at five azimuth angles 0A degrees, -45A degrees, 45A degrees, -90A degrees and 90A degrees in vertical planes. From time mean velocity fields, velocity vectors were determined and utilised to explain added flow features. Horseshoe vortices vorticity and the strength (circulation) are resolved by using computational hydrodynamics method. The preset outcomes are compared with previous researches where cylindrical and triangular shaped piers were used at same experimental conditions. The arrangement of square piers and the interfering among wake and horseshoe vortices for inline-front and eccentric-rear piers, respectively - take part in a major role for making and forming bigger depth of scour near eccentrically positioned rear pier. Due to bluff body existence, friction drag becomes less effective than the pressure drag. Horseshoe vortex strength for eccentric-rear pier is observed greater than strength for inline-front pier.
机译:这项研究提供了在相同宽度的两个方形墩周围的水动力流形成的实验结果,这些墩位于前后行列中,并具有恒定的纵向间距和偏心距。用多普勒型声速计测量极坐标系中的瞬时速度。时间平均切向,径向和垂直速度,动能和由湍流引起的强度的分布和轮廓线分布在垂直平面中的五个方位角分别为0A度,-45A度,45A度,-90A度和90A度。从时间平均速度场中,确定了速度矢量,并将其用于解释附加的流量特征。利用计算流体力学方法解决了马蹄涡和涡(强度)的问题。将预设结果与之前在相同实验条件下使用圆柱和三角形墩的研究进行了比较。直角前墩和偏心后尾墩的方形墩的布置以及尾流和马蹄形涡流之间的干扰,对于在偏心定位的后墩附近形成更大的冲刷深度起着重要作用。由于存在虚张声势,摩擦阻力变得不如压力阻力有效。观察到偏心后墩的马蹄涡流强度大于直列前墩的强度。

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