Study on Resistance Loss of Fly Ash Slurry Multistage High-Pressure Grouting Pipeline Based on Fluent

IF 1.2 4区 地球科学 Q3 GEOCHEMISTRY & GEOPHYSICS
Geofluids Pub Date : 2024-10-12 DOI:10.1155/2024/6434066
Qiqing Wang, Linzhe Li, Huijie Wu, Kun Wang, Sixiang Wang
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Abstract

In order to understand the resistance loss along the way during multistage high-pressure slurry transportation, the flow state of fly ash slurry in the pipeline was simulated by Fluent software in this paper, and the effects of pipe diameter D, pipe transportation flow rate Q, and fly ash mass concentration Cw on the resistance loss along the pipeline were studied. The fly ash slurry is a non-Newtonian Bingham fluid that moves in a turbulent state in a pipeline. When simulating the flow of fly ash slurry using Fluent software, the mesh type is a mixed mesh of hexahedron and wedge shapes, and the viscous model is selected as realizable k-ε Turbulence Model, with Enhanced-Wall Function (EWF) selected as the wall function, combined with a four-layer boundary layer mesh, which can more accurately capture the details of velocity changes at the wall, thereby improving the accuracy of the model. The inlet of the model is the velocity inlet, and the outlet is the pressure outlet. The coupled algorithm is chosen as the solution method. Under these conditions, the model converges quickly and the calculation accuracy is high. The results show that the resistance loss along the pipeline decreases as a power function with the increase of pipeline diameter, and there is a polynomial relationship between the pipeline flow and the resistance loss along the pipeline, while the mass concentration of fly ash slurry changes linearly with the resistance loss along the pipeline. In addition, three friction coefficient models, namely Blasius formula, Colebrook–White equation, and Wilson–Thomas model, were selected according to the flow characteristics of fly ash slurry. Based on the Blasius formula with the smallest relative calculation error, the Blasius formula was modified by multiple linear regression analysis to improve the accuracy of the frictional resistance coefficient model and to provide help for the design and use of separate layer grouting conveying system.

Abstract Image

基于 Fluent 的粉煤灰浆多级高压灌浆管道阻力损失研究
为了了解多级高压浆体输送过程中的沿程阻力损失,本文利用 Fluent 软件模拟了粉煤灰浆体在管道中的流动状态,研究了管道直径 D、管道输送流量 Q 和粉煤灰质量浓度 Cw 对管道沿程阻力损失的影响。粉煤灰浆液是一种非牛顿宾汉流体,在管道中以湍流状态运动。使用 Fluent 软件模拟粉煤灰浆液流动时,网格类型为六面体和楔形混合网格,粘性模型选择可实现的 k-ε 湍流模型,壁面函数选择增强壁面函数(EWF),结合四层边界层网格,可以更准确地捕捉壁面速度变化的细节,从而提高模型的精度。模型的入口为速度入口,出口为压力出口。选择耦合算法作为求解方法。在这些条件下,模型收敛速度快,计算精度高。结果表明,管道沿程阻力损失随管道直径增大呈幂函数递减,管道流量与管道沿程阻力损失之间呈多项式关系,而粉煤灰浆液的质量浓度随管道沿程阻力损失呈线性变化。此外,根据粉煤灰浆的流动特性,选择了三种摩擦系数模型,即 Blasius 公式、Colebrook-White 方程和 Wilson-Thomas 模型。根据相对计算误差最小的 Blasius 公式,通过多元线性回归分析对 Blasius 公式进行了修正,以提高摩擦阻力系数模型的准确性,为分层灌浆输送系统的设计和使用提供帮助。
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来源期刊
Geofluids
Geofluids 地学-地球化学与地球物理
CiteScore
2.80
自引率
17.60%
发文量
835
期刊介绍: Geofluids is a peer-reviewed, Open Access journal that provides a forum for original research and reviews relating to the role of fluids in mineralogical, chemical, and structural evolution of the Earth’s crust. Its explicit aim is to disseminate ideas across the range of sub-disciplines in which Geofluids research is carried out. To this end, authors are encouraged to stress the transdisciplinary relevance and international ramifications of their research. Authors are also encouraged to make their work as accessible as possible to readers from other sub-disciplines. Geofluids emphasizes chemical, microbial, and physical aspects of subsurface fluids throughout the Earth’s crust. Geofluids spans studies of groundwater, terrestrial or submarine geothermal fluids, basinal brines, petroleum, metamorphic waters or magmatic fluids.
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