HR: 1340h
AN: H33B-0461 [Abstracts]
TI: Forward and inverse dual-permeability model simulation of water flow in a soil column containing a
preferential flow path
AU: * Koehne, J M
EM: mkoehne@cora.tamu.edu
AF: Texas A&M University, Dept. of Biological and Agricultural Engineering, Scoates Hall, College Station,
TX 77843
United States
AU: Mohanty, B P
EM: bmohanty@tamu.edu
AF: Texas A&M University, Dept. of Biological and Agricultural Engineering, Scoates Hall, College Station,
TX 77843
United States
AB:
It is not clear if hydraulic parameters of dual-permeability models (DPM) can be properly identified by inverse analysis of
preferential water flow data. In this study, we applied a DPM based on two coupled Richards' equations to compare inverse and
forward simulations of preferential water flow observations obtained in well-controlled laboratory column experiments.
Infiltration and drainage experiments were conducted using a repacked loam soil column (80 cm long, 24 cm diameter)
containing a cylindrical sand region (2.4 cm diameter) as preferential flow path (PFP) along its central axis. The forward
DPM simulations relied on fixed hydraulic parameters for both the soil matrix and the PFP, as determined by means of separate
infiltration and drainage experiments performed on loam columns and sand columns, respectively. The parameters of the
first-order water exchange term were derived based on the column geometry. Two different types of data were utilized for the
inverse parameter identification. The first inverse approach relied on observations of accumulated infiltration and outflow,
along with water contents and pressure heads in the loam matrix. The second inverse approach was identical except for
including region-specific outflow out of matrix and PFP. The results showed that individual outflow out of matrix and PFP
could not be properly described when fitting the DPM to bulk-soil related flow data, as opposed to the inverse DPM approach
based on region-specific outflow data which reproduced those data well. On the other hand, bulk soil related infiltration and
outflow was matched by both inverse approaches. The forward approach in most cases produced satisfactory results for both
bulk soil related and region-specific outflow. For natural soils where region-specific flow data are not available, the soil
hydraulic DPM parameters can not be inversely identified to correctly describe region-specific flow. This prohibits the
subsequent use of the DPM for solute transport analysis. Future work may address the question if DPM hydraulic parameters can
be identified when simultaneously using hydraulic and solute transport observations.
DE: 5104 Fracture and flow
DE: 3210 Modeling
DE: 3260 Inverse theory
DE: 1875 Unsaturated zone
SC: Hydrology [H]
MN: 2004 AGU Fall Meeting