小于临界台阶高度的阶梯式溢洪道能量耗散率新方程

Okechukwu Ozueigbo, J. Agunwamba
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引用次数: 0

摘要

阶梯式溢洪道利用其阶梯式特性分散洪水中的能量。有学者研究了坝坡大于26.60度导致消能的阶梯式溢洪道的水力和几何关系。但对坝坡26.60、台阶高度0.61 m的阶梯式溢洪道研究较少。这一举动导致了坡度26.60、台阶高度0.61 m梯级溢洪道设计人员缺乏知识和规则。作者回顾了前人在大型设施中采用相位检测侵入式探头进行过渡流和掠流的坝坡26.60、台阶高0.61 m的水平阶梯式溢洪道研究成果。他们从中检索了数据集,并将其考虑进去,创建了两个新的阶梯式溢洪道能量耗散方程:一个用于推覆流,一个用于掠流。结果表明,实测数据集与两种经验模型计算的数据集具有较好的一致性。
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New Equations for Rate of Energy Dissipation of a Stepped Spillway with Slope less than Critical and Specific Step Height
Stepped spillways disperse energy in floodwater by utilizing their stepping nature. Several researchers investigated the hydraulic and geometric relationships of the stepped spillway with a dam slope above 26.6o, which resulted in energy dissipation. But a few studied stepped spillways with a dam slope of 26.6o with a step height of 0.61 m. This move led to a lack of knowledge and rules for the designers of stepped spillways with slope of 26.6o and a step height of 0.61 m. The authors reviewed the researchers' publications on horizontal stepped spillways with dam slopes of 26.6o with step height of 0.61 m conducted in transition and skimming flows in large-size facilities with phase-detection intrusive probes. They retrieved data sets from them, which they took into account to create two novel equations for energy dissipation in stepped spillways: one for nappe flow and one for skimming flow. The results showed that the measured data sets compared well with the data sets calculated from the two empirical models.
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