Drying front in a sloping aquifer: Nonlinear effects


Autoria(s): Stagnitti, F; Li, L; Parlange, JY; Brutsaert, W; Lockington, DA; Steenhuis, TS; Parlange, MB; Barry, DA; Hogarth, WL
Contribuinte(s)

M .O. Andreae

Data(s)

01/01/2004

Resumo

[1] The profiles for the water table height h(x, t) in a shallow sloping aquifer are reexamined with a solution of the nonlinear Boussinesq equation. We demonstrate that the previous anomaly first reported by Brutsaert [1994] that the point at which the water table h first becomes zero at x = L at time t = t(c) remains fixed at this point for all times t > t(c) is actually a result of the linearization of the Boussinesq equation and not, as previously suggested [Brutsaert, 1994; Verhoest and Troch, 2000], a result of the Dupuit assumption. Rather, by examination of the nonlinear Boussinesq equation the drying front, i.e., the point x(f) at which h is zero for times t greater than or equal to t(c), actually recedes downslope as physically expected. This points out that the linear Boussinesq equation should be used carefully when a zero depth is obtained as the concept of an average'' depth loses meaning at that time.

Identificador

http://espace.library.uq.edu.au/view/UQ:74122

Idioma(s)

eng

Publicador

American Geophysical Union

Palavras-Chave #Limnology #Water Resources #Drying Front #Nonlinear Effects #Sloping Aquifer #Boussinesq Equation #Blasius Equation #Sudden Drawdown #Hillslope #Drainage #Environmental Sciences #C1 #260501 Groundwater Hydrology #770402 Land and water management
Tipo

Journal Article