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An experimental study of dilute debris flow characteristics in a drainage channel with an energy dissipation structure

机译:具有消能结构的排水沟稀质泥沙流动特性的实验研究。

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An experimental study was performed to determine the characteristics of a dilute debris flow in a drainage channel with an energy dissipation structure and a channel slope i of 15%. Flow pattern, debris flow depth, and velocity downstream of the energy dissipation structure were investigated along with the energy dissipation characteristics. Dilute debris flow velocity and depth were measured, analyzed, and subsequently used to characterize the dilute debris flow. The flow pattern in the drainage channel indicated that the dilute debris flow was highly turbulent and that flow depth initially increased. However, this increase was followed by a noticeable decrease after passing through the energy dissipation structure. The experimental results also indicated that the debris flow velocity gradually decreased as the length of the energy dissipation structure increased, whereas flow depth gradually increased with increasing length of the energy dissipation structure. Velocity characteristics and depths of the dilute debris flow downstream of the energy dissipation structure were also affected to some extent by variations in the width of the energy dissipation structure. The energy dissipation ratio gradually increased with increasing length and width of the energy dissipation structure for i = 15%, and the maximum energy dissipation ratio was approximately 58.69%. These experimental results provide a theoretical foundation for optimal design of drainage channels with energy dissipation structures. (C) 2015 Elsevier B.V. All rights reserved.
机译:进行了一项实验研究,以确定具有能量耗散结构和15%的通道坡度i的排水通道中稀泥石流的特征。研究了消能结构的流型,泥石流深度和下游速度以及消能特性。测量,分析稀泥石流的速度和深度,然后将其用于表征稀泥石流。排泄通道中的流动模式表明稀碎屑流是高度湍流的,并且流动深度最初增加了。但是,在通过能量耗散结构之后,这种增加之后是明显的减少。实验结果还表明,随着能量消散结构长度的增加,泥石流速度逐渐减小,而随着能量消散结构长度的增加,水流深度逐渐增大。能量消散结构下游的稀碎屑流的速度特性和深度在一定程度上也受到能量消散结构宽度变化的影响。当i = 15%时,能量耗散率随着能量耗散结构的长度和宽度的增加而逐渐增加,最大能量耗散率约为58.69%。这些实验结果为具有消能结构的排水道的优化设计提供了理论基础。 (C)2015 Elsevier B.V.保留所有权利。

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