阶梯堰流态实验研究

Samaa Hussein, M. Shamkhi
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摘要

根据排水量和阶梯堰的尺寸,流经阶梯堰的水流主要可分为三种不同的水流状态:冲积、过渡和撇流。由于每种流态的特性不同,因此流态的决定是阶梯堰设计的重要组成部分。在实验中使用了五个阶梯堰模型,以确定这些堰的流态限制。这些模型具有不同的阶梯数(3、5、7、10 和 14),下游坡角为 30˚。测试的阶梯结构包括平阶梯、全汇集阶梯和之字形汇集阶梯。结果表明,端部衬板对流态类型有很大影响。根据流态(斜坡流、过渡流和撇流)的实验数据,提出了一套新的经验方程,这些流态的确定系数〖R〗^2 分别为 0.87、0.71 和 0.7。
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Experimental Study of Flow Regimes of Stepped Weir
Depending on the discharge and the stepped weir's dimensions, flow over a stepped weir can be primarily divided into three different flow regimes: nappe, transition, and skimming. The different properties for each flow regime make the decision of the flow regime an important component in the design of a stepped weir. Five stepped weir models have been used in experiments to determine the flow regime limits for these weirs. The models were made with various numbers of steps (3, 5, 7, 10, and 14) and downstream slope angle of 30˚. The configurations of steps that tested were flat step, fully pooled step, and zig zag pooled step . The results showed the end sills have a large impact on the type of flow regime. Based on the experimental data for flow regimes (nappe flow , transition flow and skimming flow ), a new set of empirical equations was proposed, with a determination coefficient〖 R〗^2 for these regimes (0.87, 0.71 ,0.7 ) respectively.
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