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

C. Bui, Thanh Chau Nguyen-Le, Ngoc Anh Ho-Tran, Vinh Cong Nguyen
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Abstract

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.
存在弯头的二维通道中泥沙悬浮的流动特性
这项工作旨在研究粘塑性流体在Re = 100和Re = 1000的二维(2D) 90度弯头中的流动。所研究的流体是具有屈服应力特征的沉积物/粘土悬浮液。采用膨润土-水悬浮7.5 ~ 15wt%和lapoite -水悬浮3.5 ~ 5wt%,分别对应Re = 100时Bn = 19.76 ~ 1470.94和Re = 1000时Bn = 1.976 ~ 147.09。为了模拟粘塑性效应,采用了Bingham型的Herschel-Bulkley双粘度模型。对流体的粘度分布、流线形态、未屈服区形成、压力分布等流动方面进行了详细的介绍和分析。结果表明:在Re = 100时,流场中既没有形成循环尾迹,也没有形成静态刚性区;而在Re = 1000时,在Bn = 6.83(膨润土7.5wt%)和Bn = 20.88(膨润土10wt%)时,流场中存在静态刚性区。此外,随着Bn的增大,移动刚性区一般变大。此外,还报道了单位长度压力损失和摩擦系数的结果。还提出了压力损失估计的近似函数。
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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