部分饱和/非饱和介质中一维振荡流的广义格林-安普特方法:海滩流体力学中的毛细管效应(半分析与数值研究)

Khalil Alastal, Rachid Ababou, Dominique Astruc
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摘要

针对部分饱和垂直多孔水柱中周期性冲刷引起的地下水位响应,提出了半解析多前沿解法,并与理查兹方程的有限体积解法进行了测试和比较。多前沿解法有助于从参数上捕捉垂直水柱对潮汐振荡的频率响应,同时考虑到毛细管效应和重力效应。对垂直振荡进行了研究,同时考虑了振荡水位上方的非饱和流以及振荡水位下方的饱和流。多前沿模型是对格林-安普特活塞流方法的连续概括。单前沿模型是一个 "倒置 "的格林-安普特模型,有一个突然的前沿将饱和区和干燥区分开。它适用于在水柱底部施加振荡压力(而不是在顶部施加固定压力)的情况。N 个前沿模型(N>=2)进一步概括了这一概念,使用(Theta(h), K(h))参数来考虑非饱和介质的毛细管特性。由此得到的 ODE 系统是时间可变系数的非线性系统。N = 10 个前沿的求解结果在地下水位波动和湿度剖面方面都令人满意,即使对于细粒土壤(圭尔夫壤土)也是如此。与非线性理查兹 PDE 的时空离散解相比,它们的计算速度要快得多。对于砂土,即使是 2-前沿解法(N=2),在水位响应 Zs(t)方面也是令人满意的。双前沿模型本身是对单前沿格林-安普特模型的重大改进,对于分析非饱和流系统在各种振荡和瞬态作用下的响应具有潜在的实用价值。总之,N-前沿方法有助于探索地下水位对潮汐作用力的频率响应。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Generalized Green-Ampt Approach to 1D Oscillatory Flows in Partially Saturated/Unsaturated Media: Capillary Effects in Beach Hydrodynamics (Semi-analytical & Numerical studies)
Semi-analytical multi-front solutions of water table response due to periodic forcing in a partially saturated vertical porous column are developed, tested and compared to finite volume solutions of the Richards equation. The multi-front solutions are useful for capturing parametrically the frequency response of the vertical column to tidal oscillations while taking into account both capillary and gravitational effects. Vertical oscillations are examined, accounting for unsaturated flow above the oscillating water table as well as saturated flow below it. The multi-front models are conceived as successive generalizations of the Green-Ampt piston flow approach. The single front model is an "inverted" Green Ampt model, with an abrupt front separating the saturated and dry regions. It is adapted to the case of an oscillatory pressure imposed at the bottom of the column (rather than a fixed pressure imposed at the top). The N front models (N>=2) further generalize this concept, using a (Theta(h), K(h)) parametrization to take into account the capillary properties of the unsaturated medium. The resulting systems of ODE's are non linear with time variable coefficients. The solutions obtained for N = 10 fronts are satisfactory both in terms of water table fluctuations and moisture profiles, even for fine grained soils (Guelph Loam). They are computed much faster than space-time discretized solutions of the non linear Richards PDE. For sandy soils, even the 2-front solution (N=2) is satisfactory in terms of water table response Zs(t). The 2-front model itself is a significant improvement on the single front Green-Ampt model, and it appears potentially useful for analyzing the response of unsaturated flow systems under various types of oscillatory and transient forcing. Overall, the N-front method is useful for exploring the frequency response of the water table to tidal forcing.
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