Artificial pumping errors in the Kool-Parker scaling model of soil moisture hysteresis


Autoria(s): Werner, A. D.; Lockington, D. A.
Contribuinte(s)

C Neal (Editor-in-Chief)

M Sophocleous (Editor-in-Chief)

R Krzysztofowicz (Editor-in-Chief)

Data(s)

01/01/2006

Resumo

Hysteresis models that eliminate the artificial pumping errors associated with the Kool-Parker (KP) soil moisture hysteresis model, such as the Parker-Lenhard (PL) method, can be computationally demanding in unsaturated transport models since they need to retain the wetting-drying history of the system. The pumping errors in these models need to be eliminated for correct simulation of cyclical systems (e.g. transport above a tidally forced watertable, infiltration and redistribution under periodic irrigation) if the soils exhibit significant hysteresis. A modification is made here to the PL method that allows it to be more readily applied to numerical models by eliminating the need to store a large number of soil moisture reversal points. The modified-PL method largely eliminates any artificial pumping error and so essentially retains the accuracy of the original PL approach. The modified-PL method is implemented in HYDRUS-1D (version 2.0), which is then used to simulate cyclic capillary fringe dynamics to show the influence of removing artificial pumping errors and to demonstrate the ease of implementation. Artificial pumping errors are shown to be significant for the soils and system characteristics used here in numerical experiments of transport above a fluctuating watertable. (c) 2005 Elsevier B.V. All rights reserved.

Identificador

http://espace.library.uq.edu.au/view/UQ:79582

Idioma(s)

eng

Publicador

Elsevier Science Bv

Palavras-Chave #Hysteresis #Water Retention Curve #Vadose Zone #Hydraulic Conductivity #Capillary Hysteresis #Porous-media #Flow #Dynamics #Engineering, Civil #Geosciences, Multidisciplinary #Water Resources #C1 #290800 Civil Engineering #770400 Coastal and Estuarine Environment
Tipo

Journal Article