The dam-break problem for viscous fluids in the high-capillary-number limit

被引:27
作者
Ancey, C. [1 ]
Cochard, S. [2 ]
Andreini, N. [1 ]
机构
[1] Ecole Polytech Fed Lausanne, Sch Architecture Civil & Environm Engn, CH-1015 Lausanne, Switzerland
[2] Univ British Columbia, Dept Math, Vancouver, BC V6K 2A5, Canada
基金
瑞士国家科学基金会;
关键词
NON-LINEAR DIFFUSION; GRAVITY CURRENTS; INCLINED PLANE; CONTACT LINE; THIN SHEET; FLOW; SURFACE; SLOPE; INSTABILITY; DYNAMICS;
D O I
10.1017/S0022112008005041
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Experiments were undertaken to investigate dam-break flows where a finite volume of highly viscous fluid (glucose with viscosity g.: 350 Pas) maintained behind a lock gate was released into a horizontal or inclined flume. The resulting sequence of flow-depth profiles was tracked using a three-dimensional visualization system. In the low-Reynolds-number and high-capillary-number limits, analytical solutions can be obtained from the Navier-Stokes equations using lubrication theory and matched asymptotic expansions. At shallow slopes, similarity solutions can also be worked out. While the variation in the front position scaled with time as predicted by theory for both horizontal and sloping flumes, there was a systematic delay in the front position observed. Moreover, taking a closer look at the experimental flow-depth profiles shows that they were similar, but they noticeably deviated from the theoretical similarity form for horizontal planes. For sloping beds, the flow-depth profile is correctly predicted provided that different scalings are used at shallow and large slopes.
引用
收藏
页码:1 / 22
页数:22
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