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Advances in measurements of unsaturated soils

Advances in measurements of unsaturated soils. 1,2 Colin S. Campbell, 1 Gaylon S. Campbell, 1,2 Douglas R. Cobos , and 1 Bryan T. Wacker 1 Decagon Devices, Inc ., Pullman , WA 2 Washington State University, Pullman, WA. Characterizing unsaturated soils.

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Advances in measurements of unsaturated soils

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  1. Advances in measurements of unsaturated soils 1,2Colin S. Campbell, 1Gaylon S. Campbell, 1,2Douglas R. Cobos, and 1Bryan T. Wacker 1Decagon Devices, Inc., Pullman, WA 2Washington State University, Pullman, WA

  2. Characterizing unsaturated soils • Relationship between water potential and water content defines soil water characteristic curve (SWCC) • Soil water characteristic curve (SWCC) is central to the behavior of unsaturated soils (Fredlund and Rahandjo, 1993; Barbour, 1998) • Key in understanding unsaturated soils like • Compacted soils • Swelling clays • Low bulk density soils

  3. Characterizing unsaturated soils • Measurements • Water content is relatively easy to measure • Suction requires more sophisticated and time-consuming methods • Goal • Investigate two improved methods for obtaining SWCC

  4. Background: Creating the soil water characteristic curve Soil suction Soil suction Soil water content

  5. Background: Filter Paper • Filter paper method for suction measurement • Based on work by Hamblin (1981), Al-Khafaf and Hanks (1974), and Deka et al. (1995) • Calibrated method • Measured water content of filter paper • Correlated with suction • Standard vapor pressure method and tensiometer • Generated SWCC • Provided suction measurements without difficult lab setup • Problems • Calibrated method that relies on repeatable SWCC • Results are affected by equilibration time, hydraulic conductivity, paper contact with soil, fungal growth • Filter paper SWCC has hysteresis • Labor and time intensive

  6. Background: Pressure Plate • Introduced in 1930s by L.A. Richards • Equilibrate pressure above soil sample with water in sample • Forces water out of the sample so soil suction is equivalent to air pressure • Equilibration times • Wet samples (up to 100 kPa suction) < 1 day • Dry sample (100 kPa to 1500 kPa): 1 week to never • Problem • Range from 100 kPa to 1000 kPa important to SWCC • Axis Translation may not ever fully equilibrate in upper range (Bittelli and Flury, 2008)

  7. “No-man’s Land” of suction instrumentation

  8. Measurement Methods • Evaluate SWCC • Liquid equilibrium for wet region • Tensiometer • WIND/SCHINDLER integrated tensiometer and scale evaporation method • Vapor pressure method for dry region • Simple, fast (5 to 15 min) • Evaluate consistency between wet and dry regions

  9. Equilibrates water under tension with soil water through a porous cup Measures pressure of water Highest accuracy, but limited range (Suction: 0 to 80 kPa) Must be measured in representative sample (compaction) Tensiometer: Suction in “wet” soil

  10. “Wet” Soil SWCC using WIND/SCHINDLER Evaporation Method

  11. Suction in “Dry” range • Cool mirror until dew forms • Detect dew optically • Measure mirror temperature • Measure sample temperature with IR thermometer • Suction is approximately linearly related to Ts - Td Fan Optical Sensor Mirror Infrared Sensor Sample

  12. Add water Mix Let stand 24 h Fill sample cup

  13. Reading the Suction Insert sample Seal chamber Wait 5-10 min. and read the result (up to 15 min for very wet samples)

  14. Silt loam SWCC: Tensiometer & WP4 New WP4C: 10x better temperature measurement: 0.001o C precision Suction (MPa) Data Void: Original WP4 Water Content (g/g)

  15. Results

  16. Chilled mirror absolute error of wet-end suction (WP4C and WP4) Error of Original Chilled Mirror Sensor: WP4

  17. Soils

  18. Combined Tensiometer and Chilled Mirror SWCC: Coarse Textured Soil #1 Suction (kPa)

  19. Combined Tensiometer and Chilled Mirror SWCC: Coarse Textured Soil #2 Suction (kPa)

  20. Schwana loamy fine sand

  21. Kiona fine sandy loam

  22. Palouse silt loam

  23. WIND/SHINDLER measurements Wolfgang Durner, Personal Communication

  24. WIND/SHINDLER SWCC and hydraulic conductivity function Wolfgang Durner, Personal Communication

  25. Summary • New techniques make determining soil water characteristic curves easier and more accurate • Improved measurement range • Faster and less time consuming measurements • New chilled mirror measurements bridge traditional “no man’s land” • Measurements at low suctions match nicely with tensiometer • WIND/SCHINDLER method allows automation of “wet” range SWCC and unsaturated hydraulic conductivity • Simple drying procedure • Software fits SWCC and gives hydraulic conductivity function

  26. References • Al-Khafaf, S., and Hanks, R.J. 1974. Evaluation of the filter paper method for estimation soil water potential. Soil Sci. 117:194-199 • Barbour, S.L. 1998. Nineteen Canadian geotechnical colloquium: The soil-water characteristic cure: A historical perspective. Canadian Geotechnical Journal. 35:873-894. • Bittelli, M. and Flury, M. 2008. Errors in Water Retention Curves Determined with Pressure Plates. Soil Sci. Soc. Am. J. 73:1453-1460 • Deka, R.N., Wairiu, M., Mtakwa, P.W., Mullins, C.E., Veenendaal, E.M., and Townsend, J. 2995. Use and accuracy of the filter-paper technique for measurement of soil matric potential. Eur. J. Soil Sci. 46:233-238 • Fredlund, D.G. and Rahardjo, H. 1993. Soil mechanics for unsaturated soils. John Wiley and Sons, Inc.: New York. • Gardner, W.R. 1937. A method of measuring the capillary tension of soil moisture over a wide moisture range. Soil Science. 43(4), 277-283 • Hamblin, A.P. 1981. Filter paper method for routine measurement of field water potential. J. Hydrol. 53:355-360

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