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Flow Characteristics of Sediment Suspension in a Two-Dimensional Channel with the Presence of an Elbow

机译:肘部存在的二维通道中沉积物悬架的流动特性

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This work aims to study a flow of viscoplastic fluid in a two-dimensional (2D) 90 degree elbow at Re = 100 and Re = 1000 using a numerical approach. The fluid investigated is of sediment/clay suspension exhibiting yield stress characteristics. Bentonite-water suspension 7.5-15wt% and laponite-water suspension 3.5-5wt%, which correspond Bn = 19.76-1470.94 at Re = 100 and Bn = 1.976-147.09 at Re = 1000, are used for simulations. To model the viscoplastic effect, Herschel-Bulkley’s bi-viscosity model for Bingham type is employed. Various flow aspects, i.e., viscosity distribution, streamline pattern, formation of unyielded zones, and pressure distribution, are presented and analyzed in detail. Results show that at Re = 100, neither circulation wake nor static rigid zone is formed in the flow field pattern meanwhile at Re = 1000, the static rigid zone exists at Bn = 6.83 (bentonite 7.5wt%) and Bn = 20.88 (bentonite 10wt%). Moreover, the moving rigid zones generally become larger with the increasing Bn. Furthermore, results for pressure loss per length and friction factor are reported. Approximation functions for pressure loss estimation are also proposed.
机译:这项工作旨在研究Re = 100的二维(2D)90度弯头中的粘液流体流动,并使用数值方法来重新= 1000。研究的流体是沉积物/粘土悬浮液,其具有屈服应力特性。膨润土 - 水悬浮液7.5-15wt%和Laponite-water悬浮液3.5-5wt%,在Re = 100和Bn = 1.976-147.09处对应Bn = 19.76-1470.94,在RE = 1000处用于模拟。为了模拟粘液效果,采用Herschel-Bulkley的Bingham类型的双粘度模型。详细介绍和分析了各种流动方面,即粘度分布,流线图案,形成未粘连的区域和压力分布。结果表明,在RE = 100,在RE = 1000处,在流场模式中,静态刚性区域既不形成循环唤醒也不形成静态刚性区,在BN = 6.83(膨润土7.5wt%)和bn = 20.88(膨润土10wt %)。此外,随着BN的增加,移动刚性区域通常变大。此外,报道了每个长度和摩擦系数的压力损失的结果。还提出了压力损失估计的近似函数。

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