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Inertial gravity current in rectangular channels over a porous bottom: Asymptotic solutions
European Journal of Mechanics - B/Fluids ( IF 2.5 ) Pub Date : 2020-05-27 , DOI: 10.1016/j.euromechflu.2020.05.012
T. Zemach , M. Ungarish

We consider a high-Reynolds-number Boussinesq gravity current propagating in a channel above a permeable horizontal boundary. The current (of reduced gravity g) is released from a rectangular lock (of length x0 and height h0), and after an adjustment (slumping) stage is expected to enter into a similarity stage, on which we focus here, using a thin-layer shallow-water model. The classical analytical self-similar propagation solution predicts that the length of the current is given by xN(t)=Kt23 (where K is a constant and t is time from release). The height h(x,t) and velocity u(x,t) display a similarity shape of the variable y=xxN(t),y[0,1] (x is the physical coordinate measured from the backwall of the lock). This solution, which is very useful in the analysis of gravity-current problems, is invalidated by the drainage effect into the porous bottom. Here we extend the classical similarity (basic) solutions by developing a perturbation (asymptotic) expansions about the basic solution. The expansion uses the small parameter λ which represents the ratio of the typical propagation time T=x0(gh0)12 to the drainage time tB (a given property of the porous bottom). The perturbation terms can be calculated analytically, and we present the results of the first-order correction. This provides useful insights about the influence of the porous boundary, as compared with the classical similarity behavior: xN(t) is shorter, the profile of u(y) is deflected to lower values at the nose, and h(y) is reduced mostly at the tail. The deviation from the basic similarity solution increases like λt. In addition, we show that the drainage influence is important in reducing the transition length from the inertial (inviscid) to the viscous regimes. We compared the analytical asymptotic leading-order solution with numerical finite-difference results for various values of λ, and found excellent qualitative agreement and fair quantitative agreement. We expect that higher-order terms will improve the accuracy of the new solution, but this additional extension was not performed in this work.



中文翻译:

多孔底部上方矩形通道中的惯性重力流:渐近解

我们考虑在可渗透水平边界上方的通道中传播的高雷诺数Boussinesq重力流。电流(降低的重力G)从矩形锁(长度为 X0 和高度 H0),并且预计在调整(下降)阶段后将进入相似阶段,我们将在此处着重使用薄层浅水模型。经典的分析自相似传播解决方案预测,电流的长度由下式给出:XñŤ=ķŤ23 (其中K是一个常数, Ť是发布的时间)。高度HXŤ 和速度 üXŤ 显示变量的相似形状 ÿ=XXñŤÿ[01个]X是从锁的后壁测量的物理坐标)。该解决方案在分析重力流问题中非常有用,但由于进入多孔底部的排水作用而无效。在这里,我们通过开发关于基本解的扰动(渐近)展开来扩展经典相似性(基本)解。扩展使用小参数λ 代表典型传播时间的比率 Ť=X0GH01个2 排水时间 Ť(多孔底部的给定属性)。扰动项可以解析地计算,并且我们给出一阶校正的结果。与经典相似行为相比,这提供了有关多孔边界影响的有用见解:XñŤ 较短, üÿ 偏向鼻子的较低位置,并且 Hÿ减少大部分在尾巴。与基本相似性解决方案的偏差增加,例如λŤ。此外,我们表明,排水影响对于减小从惯性(无粘性)到粘性状态的过渡长度很重要。我们比较了解析渐近前导解和数值有限差分结果的各种数值λ,并找到了出色的定性协议和公平的定量协议。我们希望高阶术语会提高新解决方案的准确性,但是这项工作并未执行此额外的扩展。

更新日期:2020-05-27
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