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LOCAL SCOUR DOWNSTREAM OF GRADE CONTROL STRUCTURES IN URBAN STREAM RESTORATION

机译:城市道路修复中等级控制结构的局部冲刷下降。

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The local scour downstream of a grade control structure with a rigid apron was experimentally investigated in the hydraulics laboratory of the University RomaTRE. The evolution of the scouring process was recorded by a CCD camera and the profiles of the scour hole were obtained using image analysis techniques. The experiments show that the temporal evolution of the maximum scour depth is very rapid during the first minutes of the run and then decreases with increasing time. Velocity profiles, both the horizontal and the vertical components, were measured in the centre of the flume when the equilibrium scour depth was reached. The velocity measurements show the presence of a wall jet, which moves downstream along the rigid apron, and is related to the submerged hydraulic jump. Such a wall jet is responsible for the initial rapid growth of the scour. As soon as the scour increases, a transformation of the wall jet into a free jet occurs and the scouring process tends to attain an equilibrium state, because the scouring effectiveness diminishes. A formula obtained by interpolating the measured maximum scour depths is proposed. Such a formula indicates that the maximum scour increases with the discharge and decreases with the downstream tailwater depth. As a concluding remark it can be stated that the present work has showed the main phenomenological characteristics of the local scour process. In particular, it highlighted that the presence of the rigid apron influences the maximum depth of the scour as it reduces the magnitude of the velocity corresponding to the mobile bed. The length of the apron is then one of the most important parameters for designing the structure, when the need to reduce the scour downstream highly important. Further development of this work could consist in the development of a numerical model for simulating the temporal evolution of the scour hole or investigations of the rigid apron's length as an experimental parameter, in order to derive quantitative relations between the apron length and the maximum scour depth.
机译:在RomaTRE大学的水力学实验室中,对带有刚性围裙的坡度控制结构下游的局部冲刷进行了实验研究。用CCD摄像机记录冲刷过程的演变,并使用图像分析技术获得冲刷孔的轮廓。实验表明,最大冲刷深度的时间演变在运行的前几分钟非常迅速,然后随着时间的增加而减小。当达到平衡冲刷深度时,在水槽的中心测量水平和垂直方向的速度分布。速度测量结果表明存在壁射流,该射流沿刚性围裙向下游移动,并且与浸没的水力跃变有关。这种壁射流负责冲刷的初始快速增长。一旦冲刷增加,壁式射流就会转变为自由射流,并且由于冲刷效率降低,所以冲刷过程趋于达到平衡状态。提出了通过对测得的最大冲刷深度进行插值获得的公式。该公式表明,最大冲刷量随排放量而增加,而随下游尾水深度而减小。作为总结,可以说本研究显示了局部冲刷过程的主要现象学特征。特别是,它强调了刚性围裙的存在会影响冲刷的最大深度,因为它会减小与移动床相对应的速度幅度。因此,当需要减少下游冲刷时,围裙的长度是设计结构的最重要参数之一。这项工作的进一步发展可能包括开发一个数值模型,以模拟冲刷孔的时间演变或研究刚性围裙的长度作为实验参数,以得出围裙长度和最大冲刷深度之间的定量关系。 。

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