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Flow Detachment by Concentrated Flow on Smooth and Irregular Beds

Lab. for Experimental Geomorphology, Catholic Univ. of Leuven, Redingenstraat 16, 3000. Leuven, Belgium

View larger version (23K): [in a new window]   Fig. 1. Eroded rill cavity volumes against downslope distance. Example of three rills formed in the loamy sand soil. Q = discharge (m3 h-1), S = slope (degree).

View larger version (21K): [in a new window]   Fig. 2. Detachment rate per unit of rill length as a function of (a) unit stream power and (b) unit length shear force both in natural rill and small sample experiments for the silt loam and loamy sand soils.

View larger version (18K): [in a new window]   Fig. 3. Detachment rate per unit of rill length as a function of predicted unit length shear force by using Eq. [18].