Flow correlations and transport behaviour of turbulent slurries in partially filled pipes

被引:13
作者
Cunliffe, Christopher J. [1 ,2 ]
Dodds, Jonathan M. [1 ]
Dennis, David J. C. [2 ]
机构
[1] Natl Nucl Lab, Workington CA14 3YQ, England
[2] Univ Liverpool, Sch Engn, Liverpool L69 3GH, Merseyside, England
基金
英国工程与自然科学研究理事会;
关键词
Slurry; Turbulent; Partially filled pipes; Non-colloidal suspensions; Open channel flow; Sedimentation;
D O I
10.1016/j.ces.2021.116465
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
Transportation of fluids in partially filled pipes is common to many areas of industry (e.g. sewerage, min ing, and nuclear), yet many aspects remain under-developed, particularly for multiphase and nonNewtonian flows. In this paper a simple framework to enable the accurate prediction of the bulk flow behaviour and settling characteristics of slurries in open conduits is developed and validated experimentally. The experiments involve measurements of flow rate, flow depth and the settling regime for two different solids concentrations of two types of non-colloidal suspensions across a broad range of channel slopes, Reynolds numbers, and Froude numbers. A method is presented that can be used to make a priori predictions of critical sedimentation velocities, which can inform future pipeline designs and operations to minimise the environmental and commercial costs of slurry transfers, including reducing the risk of pipe blockages. Only one parameter required for this technique is not related to the measurable physical properties of the pipeline or fluid. However, it is empirically shown to be well represented by a single, dimensionless constant for all fluids and pipelines tested. (c) 2021 Elsevier Ltd. All rights reserved.
引用
收藏
页数:17
相关论文
共 67 条
[1]  
Adamson D., 2011, TECH REP
[4]  
[Anonymous], 2003, THESIS CAPE TECHNIKO
[5]  
[Anonymous], 1977, SER BULK MAT HANDL U
[6]  
Arcement G.J., 1989, GUIDE SELECTING MANN
[7]   A simple innovative method for calibration of Manning's roughness coefficient in rivers using a similarity concept [J].
Attari, Mohammad ;
Hosseini, Seyed Mahmood .
JOURNAL OF HYDROLOGY, 2019, 575 :810-823
[8]  
Barnes Howard A., 1989, INTRO RHEOLOGY, V3
[9]   DIRECT SOLUTIONS FOR NORMAL DEPTH USING THE MANNING EQUATION [J].
BARR, DIH ;
DAS, MM .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1986, 81 :315-333
[10]  
Bishop R.R., 1975, Hydraulic characteristics of PVC sewer pipe in sanitary sewers