Abstract
Improving understanding of subsurface conditions includes performance
comparison for competing models, independently developed or obtained via
model abstraction. The model comparison and discrimination can be
improved if additional observations will be included. The objective of
this work was to implement and to test a Bayesian method for the
sequential design of the network augmentation. The method is based on
(1) generalization of Kullback's discriminant function and "weights of
evidence" for the case of available prior probabilities, (2) ensemble
modeling to estimate variance of the predicted values. The method was
tested with the data from the tracer experiment at the USDA-ARS OPE3
integrated research site. A pulse of KCL solution was applied to an
irrigation plot, and chloride concentrations were measured in the
groundwater at three sampling depths in 12 observations wells. The
spatial distribution of soil materials was obtained from cores taken
from depths of 0-200 cm with 20 cm increment during installation of
observation wells. A three-dimension flow and transport model was
developed to simulate the flow and chloride transport for the tracer
experiment at the OPE3 site. The manual calibration of hydraulic
conductivities and dispersivities was performed, and pedotransfer
functions were conditioned to calibration results to build ensemble of
models. The search of the optimal location of the augmentation wells was
done on a 2D grid. Models of different complexity were compared. Both
single and multiple responses were used to discriminate models. The
outcome of this study can provide the information for the future data
collection and monitoring efforts to further reduce the uncertainty
Original language | English GB |
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Journal | Geophysical Research Abstracts |
Volume | 23 |
State | Published - 1 Dec 2011 |
Keywords
- 1832 HYDROLOGY / Groundwater transport
- 1847 HYDROLOGY / Modeling
- 1848 HYDROLOGY / Monitoring networks