IAHR, founded in 1935, is a worldwide independent member-based organisation of engineers and water specialists working in fields related to the hydro-environmental sciences and their practical application. Activities range from river and maritime hydraulics to water resources development and eco-hydraulics, through to ice engineering, hydroinformatics, and hydraulic machinery.
Log On
About IAHRDirectoryCommitteesMy IAHRNews & JournalseLibraryeShopEventsJoin IAHRWorld CongressDonate
spacer.gif
spacer.gif eLibrary
spacer.gif eLibrary
You are here : eLibrary : IAHR World Congress Proceedings : 32nd Congress - Venice (2007) : THEME B: Data Acquisition and Processing For Scientific Knowledge and Public Awareness. : Modelling hillslope response using the 3d richards equation
Modelling hillslope response using the 3d richards equation
Author : Marta Altissimo, Marco Marani, Andrea Rinaldo, Mario Putti
One of the crucial themes in hydrological processes is how much of the observed hillslopescale complexity and heterogeneity needs to be included in any predictive hydrological model at the watershed scale. This research field has been investigated by use of analytical and theoretical approaches, numerical models with various degrees of simplification, and field experiments. In this paper we present a modelling experiment based on a three-dimensional Richards equation numerical model of variably saturated flow in porous media, coupling surface and subsurface water flow in a real hillslope. We use the model to test whether Richards-like unsaturated flow dynamics can explain the observed hillslope response. To this end, we calibrated the model on the basis of literature data for an artificial irrigation experiment conducted on a well-known experimental hillslope (CB1 site in Oregon, USA). Simulations show the model ability to capture surface saturation patterns and some of the main characters of the discharge hydrograph (e.g. peak timing and volumes). Shortcomings also emerge as the model could not accurately reproduce the initial rapid increase of the discharge and the shape of the recession limb. Such discrepancies are interpreted as partly due to ambiguities in the information regarding initial conditions, soil characteristics, and downstream boundary conditions. However, the numerical experiments suggest that the fast actual hillslope response with respect to the model point to the presence of flow processes which may likely not be represented using Richards approach.
File Size : 575,501 bytes
File Type : Adobe Acrobat Document
Chapter : IAHR World Congress Proceedings
Category : 32nd Congress - Venice (2007)
Article : THEME B: Data Acquisition and Processing For Scientific Knowledge and Public Awareness.
Date Published : 01/07/2007
Download Now