Steepness expansion for free surface flows in coastal aquifers


Autoria(s): Jeng, D. S.; Seymour, B. R.; Barry, D. A.; Parlange, J. Y.; Lockington, D. A.; Li, L.
Contribuinte(s)

M Lavant Kavas

Data(s)

01/01/2005

Resumo

Free surface flow of groundwater in aquifers has been studied since the early 1960s. Previous investigations have been based on the Boussinesq equation, derived from the non-linear kinematic boundary condition. In fact, the Boussinesq equation is the zeroth-order equation in the shallow-water expansion. A key assumption in this expansion is that the mean thickness of the aquifer is small compared with a reference length, normally taken to be the linear decay length. In this study, we re-examine the expansion scheme for free surface groundwater flows, and propose a new expansion wherein the shallow-water assumption is replaced by a steepness assumption. A comparison with experimental data shows that the new model provides a better prediction of water table levels than the conventional shallow-water expansion. The applicable ranges of the two expansions are exhibited. (c) 2004 Elsevier B.V. All rights reserved.

Identificador

http://espace.library.uq.edu.au/view/UQ:75774

Idioma(s)

eng

Publicador

Elsevier Science Bv

Palavras-Chave #Engineering, Civil #Geosciences, Multidisciplinary #Water Resources #Shallow Water Expansion #Steepness Expansion #Coastal Aquifers #Groundwater Flow #Water-table Fluctuations #Unconfined Aquifer #Waves #Boundary #Beaches #C1 #291101 Environmental Engineering Modelling #770402 Land and water management
Tipo

Journal Article