HR: 09:00h
AN: NB31C-03    [Abstracts]
TI: Mechanical and Hydrologic Effects of Riparian Vegetation on Critical Conditions for Streambank Stability: Upper Truckee River, California
AU: * Simon, A
EM: asimon@ars.usda.gov
AF: USDA-ARS National Sedimentation Laboratory, P.O. Box 1157, Oxford, MS 38655 United States
AU: Pollen, N L
EM: npollen@ars.usda.gov
AF: USDA-ARS National Sedimentation Laboratory, P.O. Box 1157, Oxford, MS 38655 United States
AU: Langendoen, E J
EM: elangendoen@ars.usda.gov
AF: USDA-ARS National Sedimentation Laboratory, P.O. Box 1157, Oxford, MS 38655 United States
AB: The Upper Truckee River is the single largest contributor of sediment to Lake Tahoe with a large proportion of the suspended-sediment load coming from eroding streambanks. Recent advances in quantifying streambank processes highlight the combined effects of hydraulic erosion at the bank toe with geotechnical stability of the upper part of the bank and resulted in the development of a deterministic model of bank-toe erosion and streambank stability (Simon et al., 1999). The use of riparian vegetation in schemes of bank stabilization and stream restoration have become popular but are often implemented on a trial and error basis because of a lack of quantifiable information on the mechanical and hydrologic effects of vegetation on bank stability. This study, conducted along an unstable reach of the Upper Truckee River, combines field data with numerical modeling to quantify (1) hydraulic and geotechnical driving and resisting forces that control bank failures, (2) the mechanical and hydrologic effects of vegetation on shear strength, and (3) the critical conditions for bank stability with and without indigenous riparian species. Tests were conducted using three top-bank treatments: bare (control), Lemmon's willow, and young Lodgepole pine. The susceptibility of the bank toe to erosion by hydraulic forces was quantified by conducting submerged jet tests of in situ material to determine the erodibility coefficient (k) and the critical shear stress of the material. Drained, shear-strength parameters (cohesion and friction angle) of the banks were determined from borehole shear tests at various depths. Pore-water pressure and matric suction were monitored at three depths (30, 100, and 150 cm) with digital tensiometers to calculate changes in apparent cohesion for the period (September 2003 - May 2004) and to differentiate between the hydrologic effects of the two species. Root reinforcement of the two species was quantified by determining the relation between root-tensile strength and root diameter and integrating this with root distribution. Bank failures occurred during winter and spring, brought on by repeated basal melting of snow packs and rain-on-snow events. Lemmon's willow provided an order of magnitude more root-reinforcement (5.5 kPa) than the young Lodgepole pines (0.5 kPa). This difference is not related to differences in root strength, but to the far greater number of roots associated with Lemmon's willow. The hydrologic effects of the species varied spatially and temporally, were beneficial (drier) at depths of 100 and 150 cm but disadvantageous (wetter) near the surface (30 cm). In total, these effects were generally smaller in magnitude than the mechanical effects. Lemmon's willow provided a significant increase in bank strength to streambanks along the Upper Truckee River. Model runs conducted with the hydrologic and mechanical effects of Lemmon's willow included, showed no failures during the simulation period. Overall, Lemmon's willow provided a significant increase in bank strength, reducing the frequency of bank failures and delivery of fine-grained sediment to the study reach of the Upper Truckee River. The use of Lemmon's willow in a bank-stabilization scheme was found to be numerically equivalent to reducing the angle of the entire bank 10-15 degrees.
DE: 1815 Erosion and sedimentation
DE: 1824 Geomorphology (1625)
DE: 1851 Plant ecology
DE: 1866 Soil moisture
SC: North American Benthological Society [NB]
MN: 2005 Joint Assembly