Effect of diversion angle and vanes' skew angle on the hydro-morpho-dynamics of mobile-bed open-channel bifurcations controlled by submerged vane-fields

Firat Gumgum, António Heleno Cardoso
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Abstract

The aim of this study was to characterize the impact of the diversion angle on the bed morphology, flow structure, and sediment fluxes at mobile-bed, open channel bifurcations, both uncontrolled and controlled with a submerged vane-field. The study also addressed the effects of the skew angle of the vanes and of the mobility of the diversion channel bed. For these purposes, 24 experiments were carried out with the diversion angles θ = {30°, 45°, 60°, 75°, 90°, 120°}. The recirculation zones in the diversion channel were classified according to their aspect ratios and two governing secondary circulations were identified inside these zones. In the presence of a vane-field, a strong vortex developed in the main channel all along the vane-field until past the diversion entrance. This vortex incorporated the main channel leg of the unique two-leg vortex that is otherwise identified in the absence of vanes at the downstream diversion corner. An independent diversion channel vortex replaced the diversion channel leg of the two-leg vortex. The best desilting efficiency was achieved for the diversion angle θ = 30°, regardless of the presence or the absence of vanes and the mobility of the diversion channel bed. In fully mobile-bed bifurcations, complete desilting was achieved for θ = 30° and α = 45°. This was also achieved for any of the tested skew angles, α = {15°, 45°}, when the diversion channel bed was rigid.
分流角和叶片倾斜角对由浸没式叶片场控制的流动床明渠分叉水动力的影响
这项研究的目的是确定分流角对移动河床明渠分叉处的河床形态、水流结构和沉积物流量的影响,包括不受控制和受控制的水下叶片场。研究还探讨了叶片倾斜角度和分流河道河床流动性的影响。为此,进行了 24 次实验,分流角 θ = {30°、45°、60°、75°、90°、120°}。根据长宽比对分流道中的再循环区域进行了分类,并在这些区域内确定了两个支配二次循环的区域。在存在叶片场的情况下,主航道内沿着叶片场一直到分流入口处都会形成强烈的漩涡。该漩涡包含了独特的双腿漩涡的主航道腿,在下游分流角没有叶片的情况下,也能识别出这种漩涡。一个独立的分流河道漩涡取代了双腿漩涡的分流河道部分。在分流角 θ = 30° 时,无论是否存在叶片以及分流道床的流动性如何,都能达到最佳清淤效率。在完全流动的河床分岔中,θ = 30° 和 α = 45° 时可实现完全清淤。当分流河床为刚性时,任何测试的倾斜角 α = {15°、45°} 也能实现完全清淤。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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