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The Effect of Slope Length on Sediment Concentrations Associated with Side-Slope Erosion

Centre for Resource and Environmental Studies, The Australian National Univ., Canberra ACT 0200, Australia

View larger version (21K): [in a new window]   Fig. 1 Sediment concentrations for field experiments on side slopes on (A) Brooksville and (B) Loring soils

View larger version (18K): [in a new window]   Fig. 2 Sediment concentrations for two separate laboratory experiments on Brooksville soil inclined at 10%. Each point represents data obtained for 15 min of rain on each of the duplicated 600-mm long, 300-mm wide test areas during the variable intensity storm series used on each occasion

View larger version (44K): [in a new window]   Fig. 3 Mean c'ss values for the series of 15-min storms in the laboratory experiments with four soils after they had been treated with 60-min and 30-min medium intensity (70–75 mm h-1) rainfalls

View larger version (22K): [in a new window]   Fig. 4 Total erosion for the series of four 15-min storms on the Atwood (not susceptible to rilling) and Dubbs (susceptible to rilling) soils determined from the data reported by Meyer and Harmon (1989)