{"title":"Generalized Green-Ampt Approach to 1D Oscillatory Flows in Partially Saturated/Unsaturated Media: Capillary Effects in Beach Hydrodynamics (Semi-analytical & Numerical studies)","authors":"Khalil Alastal, Rachid Ababou, Dominique Astruc","doi":"arxiv-2409.10718","DOIUrl":null,"url":null,"abstract":"Semi-analytical multi-front solutions of water table response due to periodic\nforcing in a partially saturated vertical porous column are developed, tested\nand compared to finite volume solutions of the Richards equation. The\nmulti-front solutions are useful for capturing parametrically the frequency\nresponse of the vertical column to tidal oscillations while taking into account\nboth capillary and gravitational effects. Vertical oscillations are examined,\naccounting for unsaturated flow above the oscillating water table as well as\nsaturated flow below it. The multi-front models are conceived as successive\ngeneralizations of the Green-Ampt piston flow approach. The single front model\nis an \"inverted\" Green Ampt model, with an abrupt front separating the\nsaturated and dry regions. It is adapted to the case of an oscillatory pressure\nimposed at the bottom of the column (rather than a fixed pressure imposed at\nthe top). The N front models (N>=2) further generalize this concept, using a\n(Theta(h), K(h)) parametrization to take into account the capillary properties\nof the unsaturated medium. The resulting systems of ODE's are non linear with\ntime variable coefficients. The solutions obtained for N = 10 fronts are\nsatisfactory both in terms of water table fluctuations and moisture profiles,\neven for fine grained soils (Guelph Loam). They are computed much faster than\nspace-time discretized solutions of the non linear Richards PDE. For sandy\nsoils, even the 2-front solution (N=2) is satisfactory in terms of water table\nresponse Zs(t). The 2-front model itself is a significant improvement on the\nsingle front Green-Ampt model, and it appears potentially useful for analyzing\nthe response of unsaturated flow systems under various types of oscillatory and\ntransient forcing. Overall, the N-front method is useful for exploring the\nfrequency response of the water table to tidal forcing.","PeriodicalId":501125,"journal":{"name":"arXiv - PHYS - Fluid Dynamics","volume":"52 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-09-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"arXiv - PHYS - Fluid Dynamics","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/arxiv-2409.10718","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
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.