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Drawdown curve and turbulent boundary layer development for chute flow

机译:斜降流的水降曲线和湍流边界层发育

摘要

Chutes are spillway channels that convey high-speed water flows from dam overflow structures to the dam toe. Chute computations up to incipient-aerated flow involving a developing boundary layer and an irrotational flow above it are considered herein. The current literature presents a set of isolated works with unrelated approaches for determining both the drawdown curve and the turbulent boundary layer development profile. Professional organizations including ICOLD, IAHR, USBR and USACE have adopted some of these models in their design recommendations. Herein, both the drawdown curve and the boundary layer profile were reconsidered based on these, either using boundary layer theory, empirical relations or backwater approximations. Limitations of each approach are discussed. Based on the comparative results and a complete numerical solution of the boundary layer flow equations, chute flow computations are then simplified and reduced to the use of two explicit equations, facilitating its adoption in engineering practice. © 2010 International Association for Hydro-Environment Engineering and Research.
机译:溜槽是溢洪道,可将高速水从大坝溢流结构输送到大坝脚趾。此处考虑到涉及初生通气流量的斜槽计算,该通气涉及正在发展的边界层及其上方的非旋流。当前的文献提出了一组具有无关方法的孤立作品,这些方法用于确定水位下降曲线和湍流边界层发育剖面。 ICOLD,IAHR,USBR和USACE等专业组织在其设计建议中采用了其中一些模型。在此,使用边界层理论,经验关系或回水近似,基于这些来重新考虑沉降曲线和边界层轮廓。讨论了每种方法的局限性。基于比较结果和边界层流动方程的完整数值解,然后简化了溜槽流动的计算并将其简化为使用两个显式方程,从而有助于其在工程实践中的应用。 ©2010国际水环境工程与研究协会。

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