Start Date: Sep 01, 2009
End Date: Sep 30, 2013
Sediment cores, spatially distributed throughout the reservoir will be obtained by the Bureau. NSL personnel will accompany Bureau of Reclamation staff during sampling and use a series of instruments for in-situ testing of the hydraulic and geotechnical resistance of the materials to erosion. Data on the critical shear strength and unconfined compressive strength of the deposits will be measured at several depths along the core under saturated conditions. Partial cores will be returned to NSL for further testing under drained conditions and for direct shear tests. Bulk samples will also be returned to NSL and remolded for erosion-resistance testing in soil boxes under various pore-water pressure and applied stress conditions. Data obtained from the in-situ and laboratory testing will be used to populate the Bank-Stability and Toe-Erosion Model (BSTEM) to predict stable-bank geometries under saturated and drained conditions. Working in concert with scientists from the Bureau of Reclamation and the University of Mississippi, computer codes from the Bureau’s 2-dimensional mobile bed model (SRH-2D) and NSL’s Bank-Stability and Toe-Erosion Model (BSTEM) will be coupled. The resulting model will provide a comprehensive tool to simulate channel-adjustment processes including, degradation, aggradation, bar development, channel widening and lateral migration. Model validation will be accomplished using the detailed data set available from the Goodwin Creek, MS, research bendway. Application of the model to channel adjustment in the reservoir deposits will be conducted by the Bureau.