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Drag Characteristics of Two-Dimensional Sills in Forced Hydraulic Jumps

机译:强制水力跃迁中二维门槛的阻力特性

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Sills and other appurtenances are often used to aid the formation of a hydraulic jump in a stilling basin. The drag force acting on a sill in forced hydraulic jump depends on the initial Froude number F_1, the height of the sill S, and its distance x_s, measured from the toe of the jump. The forward flow in the main body of the hydraulic jump behaves like a wall jet. Therefore, based on observed data, simple relationships were developed to predict the maximum velocity U_m and the half-width b of a free hydraulic jump. These are coupled with a dynamic pressure model that expresses the local drag coefficient C_(dδ) of a sill in a plane turbulent wall jet. The drag coefficient for the sill in a forced hydraulic jump C_d was obtained by a simple transformation involving the wall jet parameters.
机译:窗台和其他附属物通常用于帮助消沉盆中形成水力跃迁。在强制液压跳跃中作用在门槛上的阻力取决于初始Froude数F_1,门槛S的高度及其从跳跃的脚趾开始测量的距离x_s。液压跳跃主体中的前向流的行为类似于壁流。因此,基于观察到的数据,建立了简单的关系来预测最大速度U_m和自由液压跳跃的半角b。这些与动态压力模型耦合,该模型表示平面湍流壁面射流中门槛的局部阻力系数C_(dδ)。通过涉及壁面射流参数的简单变换,获得了在强制水力跃迁C_d中门槛的阻力系数。

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