Principal Investigator:
Thomas Harter
Co-Investigators:
Graham Fogg
Post-Graduate and Student Researchers:
Nels Ruud, Hua Zhang, Nazrul Islam, Bellie
Sivakumar
Funding:
The project funds a half-time postgraduate
researcher through the California Salinity/Drainage
Program (P6). Project implementation, which began
in the spring of 1998, is aided by our participation
in the Groundwater Management Technical Advisory
Committee of the State/Federal Drainage Implementation
Program.
In a regional-scale area located on the westside
of the central San Joaquin Valley (Figure 1),
naturally occuring salinity and selenium have
severely contaminated shallow groundwater resources.
According to a previous modeling study [Belitz
and Phillips, 1995], this shallow groundwater
migrates downward at an estimated rate of 0.5
- 1.0 ft per year. Assuming the maintenance of
current irrigation and groundwater management
practices, this contaminated groundwater is estimated
to take between 200 and 600 years to reach production
wells located in the underlying semi-confined
and confined aquifers (Figure 2), where the groundwater
is naturally less contaminated with salinity and
selenium. Although useful as a first approximation,
this previous study did not account for the spatial
variability encountered in the hydrogeology of
this region and, consequently, cannot be used
to further estimate the risk of accelerated well
contamination due to unfavorable local geologic
conditions, leakage inside wells and boreholes,
or locally strong vertical hydraulic gradients.
Our project was initiated to ammend the Belitz
and Phillips (1995) study by accounting for the
spatial variability of the hydrogeologic properties
in the modeled area. To achieve this, a geostatistical
analysis of well-drilling logs and area soil maps
is being performed to characterize the spatial
variability of hydraulic conductivity in the semi-confined
and confined aquifers. A stochastic model capable
of simulating salinity and selenium transport
in this heterogeneous aquifer system for spatially
and temporally variable stresses will then be
developed. The eventual goal is to use this model
to implement a risk analysis of groundwater degradation
in the underlying semi-confined and confined aquifers
for 25, 50, and 100 years under two different
irrigation and groundwater management scenarios
previously evaluated by Belitz and Phillips (1995).
The geostatistical methodology we are using to
characterize the spatial variability of the hydrostratigraphic
units is based on a transition-probability/Markov
chain modeling approach developed by Carle (1996).
We are presently using a software package developed
by Carle and Fogg (1998) called TPMOD (Transition
Probability MODel) to analyze and model the spatial
variability of texture data supplied by the United
States Geological Survey (USGS) [Laudon and Belitz,
1991]. We are also participating in meetings with
members of the academic community, and state and
federal water agencies in a coordinated effort
to address the problem of saline contaminated
groundwater, drainage water, and subsurface sediments
in the western San Joaquin Valley. A major function
of these meetings is to document and assess previous
groundwater flow or contaminant transport models
used to simulate and study the impact of saline
groundwater or drainage water in this region.
This screening process will provide valuable information
concerning the limitations of these models and
insight into more effective modeling strategies
for our study.
Publications and References:
Harter, T., 2005, Finite-size scaling analysis
of percolation in three-dimensional correlated
binary Markov chain random fields, Physical
Review E 72(2), 26120 (8 pages), DOI:
10.1103/PhysRevE.72.026120. (pdf
file for personal use only)
Sivakumar, B., T. Harter, and H. Zhang, 2005.
Solute transport in a heterogeneous aquifer: A
search for nonlinar deterministic dynamics, Nonlinear
Processes in Geophysics 12(2):211-218. (pdf
file for personal use only)
Sivakumar, B., T. Harter, H. Zhang, 2005. A fractal
investigation of solute travel time in a heterogeneous
aquifer: Transition probability/Markov chain representation,
Ecological
Modelling 182:355-370. (pdf
file for personal use only)
Harter, T., C. Knudby, 2004. Effective conductivity
of periodic media with cuboid inclusions. Advances
in Water Resources 27(10):1017-1032. (pdf
file for personal use only)
Vrugt, J. A., G. H. Schoups, J. W. Hopmans, C.
Young, W. W. Wallender, T. Harter, W. Bouten.
2004. Inverse modeling of large-scale spatially-distributed
vadose zone properties using global optimization,
Water Resour. Res.
Vol. 40, No. 6, W06503 10.1029/2003WR002706.
Belitz, K. and S. P. Phillips, Alternative to
agricultural drains in California's San Joaquin
Valley: Results of a regional-scale hydrogeologic
approach, Water
Resources Research, 31(8), 1845-1862,
1995
Carle, S. F., A transition probability-based
approach to geostatistical characterization of
Hydrostratigraphic architecture, Report 100033,
Reprint of Ph.D. dissertation, Hydrology Program,
Department of Land, Air, and Water Resources,
University of California, Davis, 1996
Carle, S. F and G. E. Fogg, TPMOD: A Transition
Probability/Markov Approach to Geostatistical
Modeling and Simulation, University of California,
Davis, 1998
Laudon, J. and K. Belitz, Texture and depositional
history of late Pleistocene- Holocene alluvium
in the central part of the western San Joaquin
Valley, California, Bull. Assoc. Eng. Geol.,
28(1), 73-88, 1991
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