非稳态对称复合通道多临界水深及流量精确确定

Edward Ching- Ruey, LUO
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引用次数: 0

摘要

通道水流的临界深度对水面剖面有明显的影响,它决定了比能与流量的关系,在设计上必须避免使水流处于不稳定状态。一般来说,对于给定的流量和截面形状,最小比能只有一个对应的临界深度作为计算稳定渐变流量的初始条件。本文将采用基于一维非定常动量和自导出三维速度剖面的连续性方程的一般弗劳德数定义,讨论非定常对称复合通道流动的临界深度情况。利用自拟速度剖面,可以逐级计算临界深度,确定精确流量并进行比较。最后给出了临界深度和临界流量的计算和比较实例,并进行了讨论。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Multi-Critical Water Depths and Precise Discharge Determination for Symmetrically Compound Channel in Unsteady State Flows
The critical depth, which making unstable flow situation for necessary avoiding on design, of channel flow influences the water-surface profile obviously, and it defines the relationships between specific energy and discharge. Generally speaking, for a given discharge and the shape of cross-section, the minimum specific energy will have the corresponding only one critical depth as the initial condition for computing the steady gradually varied flow. In this paper, we will discuss the situation of critical depths on symmetrically compound channel flows in unsteady state incorporating a general definition of Froude number based on the 1D unsteady momentum and continuity equations with the self-derived 3D velocity profile. With the self-derived velocity profile, the critical depth may be calculated step-by- step and the precise discharge determined and compared. Examples for calculations and comparisons for critical depth and discharge are given and some discussion also presented finally.
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