QUANTIFYING RATES OF EROSION USING THE OCCURRENCE AND MAGNITUDE OF FLOOD EVENTS IN THE LEPONTINE DOME, SWITZERLAND
We estimated the competence, shear stress, and capacity of past floods by measuring the b-axis of the largest boulders within a 100-meter reach of each river. We used these data in combination with the shear stress equation derived by Leopold, Wolman and Miller (1964) and the Parker equation (Mueller and Pitlick, 2005) to estimate the shear stress and capacity of the flood required to move each boulder. We then dated the last movement of each boulder using lichenometry and a lichen growth curve developed for this area. Analysis of the boulder size and age data in the Bosco Gurin suggests that major floods occurred at 52, 76 and 106 years ago. We saw no correlation between boulder size and date of last movement in the other rivers, which prevented us from assessing flood events in those drainages. For the Bosco Gurin, our estimates of the shear stress and capacity for the 52, 76 and 106 year old floods are 464N/m2 and 1.03 m3/s, 633 N/m2 and 1.83 m3/s, 734 N/m2 and 2.38m3/s respectively. Assuming that peak flow lasted 1 hour, an extrapolation of these results suggests that 0.24 km3 of material would be removed by repeated occurrence of these floods over 1 m.y., corresponding to an average erosion of ~10 cm over the 50 km2 drainage.
Taken at face value, these estimates suggest that fluvial erosion is not a major factor in uplift of the Lepontine Dome. However, we may underestimate fluvial erosion because we do not account for annual sediment transport and our flood record only extends for ~100 years. Alternatively, fluvial erosion may be low and mass movements and glaciers may account for the majority of erosion in the region.