Dynamics of dense gravity currents and mixing in an up-sloping and converging vee-shaped channel

被引:13
作者
Laanearu, Janek [1 ]
Cuthbertson, Alan J. S. [2 ]
Davies, Peter A. [3 ]
机构
[1] Tallinn Univ Technol, Dept Mech, EE-19086 Tallinn, Estonia
[2] Heriot Watt Univ, Inst Infrastruct & Environm, Edinburgh, Midlothian, Scotland
[3] Univ Dundee, Dept Civil Engn, Dundee DD1 4HN, Scotland
关键词
Buoyancy-driven flows; density currents; Froude number; hydraulic models; laboratory studies; Reynolds number; Richardson number; stratified flows; FAROE BANK CHANNEL; MAXIMAL 2-LAYER EXCHANGE; HYDRAULIC-CONTROL; SALINE WEDGE; BALTIC SEA; FLOW; MODEL; CONTRACTION; FRICTION; BARRIER;
D O I
10.1080/00221686.2013.841779
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Detailed velocity and density measurements are used to investigate dense water dynamics in an inclined, silled channel of triangular cross-section with varying side slope alpha and adverse bed slope phi. For the steeper channel configuration considered (phi=3.6 degrees), the dense-water bottom current is shown to be frictionally-controlled, with an internal flow structure characterized by a sharp pycnocline and decreasing isopycnal separation in the along-channel direction. For the milder up-sloping channel (phi=1.7 degrees), the dense water outflow is shown to be hydraulically-controlled as the channel sill section is approached, with internal flow dynamics characterized by increasing isopycnal separation in the along-channel direction. Analysis of the gradient Richardson number Ri(g) of the flow confirms that hydraulically-controlled flows dilute the active bottom water due to interfacial mixing. A gradually-varying internal flow model and a two-layer hydraulic modelling approach are shown, respectively, to represent adequately the outflow behaviour for these two bed slope conditions.
引用
收藏
页码:67 / 80
页数:14
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