Influence of Pore Fluid on Grain-Scale Interactions and Mobility of Granular Flows of Differing Volume

被引:17
作者
Taylor-Noonan, Alexander M. [1 ]
Bowman, Elisabeth T. [2 ]
McArdell, Brian W. [3 ]
Kaitna, Roland [4 ]
McElwaine, Jim N. [5 ]
Take, W. Andy [1 ]
机构
[1] Queens Univ Kingston, Dept Civil Engn, Kingston, ON, Canada
[2] Univ Sheffield, Dept Civil Engn, Sheffield, England
[3] Swiss Fed Inst Forest, Snow & Landscape Res WSL, Zurich, Switzerland
[4] Univ Nat Resources & Life Sci, Inst Mt Risk Engn IAN BOKU, Vienna, Austria
[5] Univ Durham, Dept Earth Sci, Durham, England
基金
加拿大自然科学与工程研究理事会;
关键词
debris flow; landslide; mobility; granular flow; pore fluid; flume; DEBRIS FLOWS; DEPOSITIONAL MECHANISMS; RUNOUT ANALYSIS; RAPID FLOW; LANDSLIDE; BEHAVIOR; DENSE; PRESSURE; MORPHOLOGY; EROSION;
D O I
10.1029/2022JF006622
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
The presence of a pore fluid is recognized to significantly increase the mobility of saturated over dry granular flows. However, the mechanisms through which pore fluid increases mobility may not be captured in experimental flows of small volume typical of laboratory conditions. Here we present the results of dry and initially fluid saturated or "wet" experimental flows of near-monodisperse coarse-grained ceramic particles in a large laboratory flume for five source volumes of 0.2-1.0 m(3). Measurements include flow height, velocity profile, pore pressure, and evolving solid volume fraction, as well as the final deposit shape. The dry experiments constrain the frictional properties of the common granular material and comparison with wet flows permits an independent evaluation of the interstitial fluid effects. These results demonstrate that flow dilation and strong variation in the velocity profile are directly linked to a greatly increased mobility for wet granular flows compared to dry, and a significant influence of scale as controlled by source volume on flow behavior. Excess pore pressure need not be present for these effects to occur.
引用
收藏
页数:25
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