Comparing the transitional behaviour of kaolinite and bentonite suspension flows

被引:18
作者
Baas, Jaco H. [1 ]
Best, James L. [2 ,3 ]
Peakall, Jeff [4 ]
机构
[1] Bangor Univ, Sch Ocean Sci, Bangor, Gwynedd, Wales
[2] Univ Illinois, Dept Geol Geog & GIS, Mech Sci & Engn, Champaign, IL USA
[3] Univ Illinois, Ven Te Chow Hydrosyst Lab, Champaign, IL USA
[4] Univ Leeds, Sch Earth & Environm, Leeds, W Yorkshire, England
基金
英国自然环境研究理事会;
关键词
flume experiments; transitional flow; cohesion; bentonite; kaolinite; TURBULENCE STRUCTURE; DRAG REDUCTION; CLAY; BED; SEDIMENTATION; TURBIDITES; TRANSPORT; DEPOSITS; CURRENTS; CANADA;
D O I
10.1002/esp.3959
中图分类号
P9 [自然地理学];
学科分类号
0705 ; 070501 ;
摘要
Past research has demonstrated the dramatic effects that variations in suspended clay can have on the properties of flow by producing a range of transitional flows between turbulent and laminar states, depending on clay concentration and fluid shear. Past studies have been restricted to kaolinite flows, a clay mineral that has relatively weak cohesive properties. This paper extends these studies to suspension flows of bentonite, a clay mineral that attains higher viscosities at far lower volumetric concentrations within a flow. The results show that the types of transitional flow behaviour recognized in past studies can also be found in bentonite suspension flows, but at lower suspended sediment concentrations, thus demonstrating an even more dramatic effect on flow properties, and potentially on sediment transport and resulting bed morphology, than kaolinite flows. The paper proposes new stability diagrams for the phase space of bentonite flows and compares these to past work on kaolinite suspension flows. These new data suggest that the transitional-flow Reynolds number can be used to delineate the types of transitional flow across different clay types and assess modern and ancient clay-suspension flows. (c) 2016 The Authors. Earth Surface Processes and Landforms published by John Wiley & Sons Ltd.
引用
收藏
页码:1911 / 1921
页数:11
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