Applicability of bed load transport models for mixed-size sediments in steep streams considering macro-roughness

Abstract

In steep mountain streams, macro-roughness elements typically increase both flow energy dissipation and the threshold of motion compared to lower-gradient channels, reducing the part of the flow energy available for bed load transport. Bed load transport models typically take account of these effects either by reducing the acting bed shear stress or by increasing the critical parameters for particle entrainment. Here we evaluate bed load transport models for mixed-size sediments and models based on a median grain size using a large field data set of fractional bed load transport rates. We derive reference shear stresses and bed load transport relations based on both the total boundary shear stress and a reduced (or "effective") shear stress that accounts for flow resistance due to macro-roughness. When reference shear stresses are derived from the total boundary shear stress, they are closely related to channel slope, but when they are derived from the effective shear stress, they are almost invariant with channel slope. The performance of bed load transport models is generally comparable when using the total shear stress and a channel slope-related reference shear stress, or when using the effective shear stress and a constant reference shear stress. However, dimensionless bed load transport relations are significantly steeper for the total stress approach, whereas they are similar to the commonly used fractional Wilcock and Crowe (WC) transport model for the effective stress approach. This similarity in the relations allows the WC model, developed for lower-gradient streams, to be used in combination with an effective shear stress approach, in steep mountain streams. Key Points: Bed load Q b at steep slopes S is typically overpredicted if macro-roughness R L is neglected Critical- or boundary-shear-stress corrected for S or R L improve Q b prediction The shapes of fitted Q b eqs. depend on whether critical- or boundary stress is corrected