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

Waduwawatte Bodhinayakea, Bing Cheng Sia,* and Kosuke Noboriob

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



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Fig. 1. Mean steady-state infiltration rates at different slope gradients.

 


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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.

 


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Fig. 3. Mean hydraulic conductivity, K(h), of surface soils at different slope gradients.

 





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