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Published online 25 February 2008
Published in Vadose Zone J 7:287-293 (2008)
DOI: 10.2136/vzj2006.0078
© 2008 Soil Science Society of America
677 S. Segoe Rd., Madison, WI 53711 USA
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Joint Hydrological–Geophysical Inversion for Soil Structure Identification

Stefan Finsterle* and Michael B. Kowalsky

Lawrence Berkeley National Lab., Earth Sciences Division, 1 Cyclotron Rd., Mail Stop 90-1116, Berkeley, CA 94720

Figure 1
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FIG. 1. TWO-DIMENSIONAL (DEPTH AND HORIZONTAL DISTANCE X), spatially structured, random permeability (k) field, position of infiltration pond, location of ground penetrating radar antennas (squares: transmitting; circles: receiving) and position of pilot points (crosses): (a) true field; (b) initial field prior to joint inversion.

 

Figure 2
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FIG. 2. SPATIAL DISTRIBUTION OF LIQUID SATURATION (Sliq) after 1 d of water release, locations of neutron probes in boreholes (squares), and ground penetrating radar straight-ray paths used for inversion.

 

Figure 3
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FIG. 3. TWO-DIMENSIONAL (DEPTH AND HORIZONTAL DISTANCE X) permeability (k) field estimated by joint inversion: (a) single realization; (b) median from 20 realizations; (c) standard deviation showing estimation uncertainty.

 





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