New approximation for free surface flow of groundwater: capillarity correction


Autoria(s): Jeng, DS; Seymour, BR; Barry, DA; Li, L; Parlange, JY
Data(s)

01/01/2005

Resumo

An existing capillarity correction for free surface groundwater flow as modelled by the Boussinesq equation is re-investigated. Existing solutions, based on the shallow flow expansion, have considered only the zeroth-order approximation. Here, a second-order capillarity correction to tide-induced watertable fluctuations in a coastal aquifer adjacent to a sloping beach is derived. A new definition of the capillarity correction is proposed for small capillary fringes, and a simplified solution is derived. Comparisons of the two models show that the simplified model can be used in most cases. The significant effects of higher-order capillarity corrections on tidal fluctuations in a sloping beach are also demonstrated. (c) 2004 Elsevier Ltd. All rights reserved.

Identificador

http://espace.library.uq.edu.au/view/UQ:75347

Idioma(s)

eng

Publicador

Elsevier Sci Ltd

Palavras-Chave #Hydraulic Conductivity #Sloping Beach #Capillary Fringe #Tidal Forcing #Shallow Flow Expansion #Simplified Approximation #Water Resources #Water-table Fluctuations #Beaches #Dynamics #C1
Tipo

Journal Article