170 likes | 182 Views
This article discusses the BSTEM analysis conducted on Arroyo de la Laguna as part of the StreamWISE program. It explores the initial geomorphic investigation, BSTEM modeling, and potential project areas. It also presents the results of the analysis, including estimates of parameters and potential treatments for bed and bank problems.
E N D
Bank Stability and Toe Erosion Model (BSTEM) Analysis ofArroyo de la LagunaAssociated with Zone 7’s StreamWISE Program Virginia Mahacek Valley & Mountain Consulting for West Yost Associates Alameda Creek Watershed Sediment Forum April 23, 2008
Introduction • Study Context • StreamWISE program • Initial Geomorphic Investigation • Spring 2007 • Preliminary Concepts • Summer 2007 • BSTEM Modeling and Refinement • Fall 2007 • Potential ADLL Project Areas
Approach • Representative Sites on ADLL • Initial Investigation Results • Existing Geomorphic Conditions • Estimates of Parameters • Future Stormwater Flows • Hydrographs with COL (provided by WYA) • Alternative Treatments • BSTEM Scenarios
Conceptual Projects Bed and Bank Problems • Locations • Treatment Types • Bed Incision • Toe Erosion • Bank Failures • Debris Jams
River Station 47115 Left (East) Bank • Clear Lake clay soils • Holocene basin deposits
River Station 42069 Left (East) Bank • Sycamore silt loam • Holocene stream terrace • Latest Holocene alluvial fan
River Station 35895 Right (West) Bank • Zamora silt loam • Holocene stream terrace • Early Quaternary or older bedrock
River Station 32424 Left (East) Bank • Yolo Loam • Latest Holocene stream terrace
River Station 29893 Right (West) Bank • Yolo loam • Holocene stream terrace
River Station 22845 Left (East) Bank • Yolo loam • Latest Holocene stream terrace
BSTEM Version 4.1 • Quantitative, predictive tests of… • Hydraulic Scour • Geotechnical Failure • Surface water • Water-table • Vegetation • Bank height • Bank composition • Bank angle Layer 1 Layer 2 http://www.ars.usda.gov Layer 3 Toe material NationalSedimentationLaboratory
Model Inputs • Topography/Geometry • Stratigraphy • Bed and Bank Materials • Groundwater • Vegetation • Hydrograph Duration • Water Stage
Model Output • Toe Erosion • occurrences • retreat distances • eroded volumes • Bank Failure • occurrences • eroded volumes • peak or drawdown conditions
Initial Geomorphic Inventory + BSTEM Modeling = Potential Project Areas to be considered by StreamWISE Potential ADLL Project Areas