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Hydrologic Behavior of Two Engineered Barriers following Extreme Wetting

Applied Geosciences Dep., Idaho National Engineering and Environmental Lab., P.O. Box 1625, 2525 North Fremont Avenue, Idaho Falls, ID 83415-2107

View larger version (56K): [in a new window]   Fig. 1. Schematic of the cover designs being tested: (top) thick soil, (bottom) thick soil with capillary–biobarrier

View larger version (26K): [in a new window]   Fig. 2. Water applied during FY-97 irrigations

View larger version (19K): [in a new window]   Fig. 3. Cumulative precipitation during FY-97, FY-98, and FY-99 and long-term average cumulative precipitation

View larger version (19K): [in a new window]   Fig. 4. Depths of soil freezing during FY-97, FY-98, and FY-99 in a representative test plot

View larger version (26K): [in a new window]   Fig. 5. Snow depths at the Central Facilities Area (CFA) and the test facility during FY-97, FY-98, and FY-99 and long-term average snow depth

View larger version (20K): [in a new window]   Fig. 6. Average time-domain reflectometry (TDR)-measured water content profiles in B plots (a) and S plots (b)

View larger version (22K): [in a new window]   Fig. 7. Average cumulative drainage as a function of time

View larger version (15K): [in a new window]   Fig. 8. Average soil moisture profiles on 1 Oct. 1997