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Determination of Hydraulic Properties in Sloping Landscapes from Tension and Double-Ring Infiltrometers

^a Dep. of Soil Science, Univ. of Saskatchewan, Saskatoon, SK Canada
^b Faculty of Agriculture, Iwate Univ., Morioka, Iwate 0208550, Japan

View larger version (16K): [in a new window]   Fig. 1. Mean steady-state infiltration rates at different slope gradients.

View larger version (18K): [in a new window]   Fig. 2. Simulated cumulative infiltration as a function of elapsed time for different slopes at –3 cm water pressure head; a) 20 cm diameter disk, and b) 100 cm diameter disc.

View larger version (19K): [in a new window]   Fig. 3. Mean hydraulic conductivity, K(h), of surface soils at different slope gradients.