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首页> 外文期刊>Journal of Fluid Mechanics >Two-layer shallow-water dam-break solutions for non-Boussinesq gravity currents in a wide range of fractional depth
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Two-layer shallow-water dam-break solutions for non-Boussinesq gravity currents in a wide range of fractional depth

机译:非波森斯奇重力流的两层浅水溃坝解决方案

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摘要

We consider the dam-break initial stage of propagation of a gravity current released from a lock of length x_0 and height h_0 into an ambient fluid in a channel of height H*. The system contains heavy and light fluids, of densities pH and pL, respectively. When the Reynolds number is large, the resulting flow is governed by the parameters R = pL/pH and H = H*/h_0. We focus attention on non-Boussinesq effects, when the parameter R is not close to 1; in this case significant differences appear between the 'light' (top surface) current and the 'heavy' (bottom) current. We use a shallow-water two-layer formulations. We show that 'exact' solutions of the thickness and speed of the current and ambient can be obtained by the method of characteristics. However, this requires a careful matching with the conditions at the front (ambient) and the back (reservoir). We show that a jump, instead of a rarefaction wave, propagates into the reservoir when H < H _(crit)(R), and solutions for these jumps are presented and discussed. The theory is applied to the full-depth lock-exchange H = 1 problem, and the results are compared with previous hydraulic models. The application of the theory is also illustrated for more general cases H > 1, including comparisons with the one-layer model results of Ungarish (J. Fluid Mech., vol. 579, 2007, p. 373). Overall, the shallow-water two-layer theory yields consistent, self-contained, and physically acceptable analytical solutions for the dam-break problem over the full physical range of the R and H parameters, for both light-into-heavy and heavy-into-light gravity currents. The solution can be closed without adjustable constants or predetermined properties of the flow field. The thickness solution is formally valid until the jump, or rarefaction wave, hits the backwall; the speed of propagation prediction is valid until this reflected wave hits the nose, i.e. until the end of the slumping stage. This theory is a significant extension of the Boussinesq problem (recovered by the present solution for R = 1), which elucidates the non-Boussinesq effects during the first stage of propagation of lock-released gravity currents.
机译:我们考虑了重力流的溃坝初始阶段,该重力流从长度为x_0和高度为h_0的船闸释放到高度为H *的通道的环境流体中。该系统包含重和轻流体,密度分别为pH和pL。当雷诺数较大时,所得流量由参数R = pL / pH和H = H * / h_0决定。当参数R不接近1时,我们将注意力集中在非Boussinesq效应上。在这种情况下,“轻”(顶表面)电流和“重”(底)电流之间会出现明显差异。我们使用浅水两层配方。我们表明,可以通过特征方法获得电流和环境的厚度和速度的“精确”解。但是,这需要仔细匹配正面(环境)和背面(水库)的条件。我们表明,当H 1的应用,包括与Ungarish的单层模型结果进行比较(J. Fluid Mech。,第579卷,2007年,第373页)。总体而言,浅水两层理论在轻重载和重载重载的整个物理范围内,为R和H参数的溃坝问题提供了一致,独立且在物理上可接受的分析解决方案。轻重力流。可以封闭溶液而无需调整常数或流场的预定属性。厚度解在跳变或稀疏波击中后壁之前一直是有效的。传播预测的速度是有效的,直到该反射波击中鼻子为止,即直到坍塌阶段结束。该理论是Boussinesq问题的重要扩展(已由当前的解决方案恢复为R = 1),该问题阐明了锁定释放重力流传播的第一阶段期间的非Bousinesq效应。

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