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By Marjorie Wolfe, PE, CFM  Senior Engineer  Clean Water Services Tualatin River Tributaries Cohesive Stream Channel Erodibility Study
Outline ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Tualatin River Watershed
Clean  Water  Services Facts ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],A direct Connection
[object Object],[object Object],[object Object],[object Object],Watershed based permit
The Clean Water Course Swale Water Quality Treatment Stream Restoration Projects Watersheds 2000 Healthy Streams Plan Watershed Based Permit Stream Erodibility Study Vegetated Corridor Standards
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Preparing for the Next Bend…
Outline ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Why this study? ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],The Goal of this Work is…
Cedar Mill Creek Watershed, 1984
Cedar Mill Creek Watershed, 1990
Cedar Mill Creek Watershed, 1994
Cedar Mill Creek Watershed, 1997
Cedar Mill Creek Watershed, 2002
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Outline
[object Object],Why this Approach?
[object Object],[object Object],[object Object],Stream Response
What is different about cohesives?
What does flow have to do with it? (USEPA - after Wolman and Miller 1960)
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Outline
[object Object],[object Object],[object Object],[object Object],[object Object],Study Objectives
[object Object],[object Object],[object Object],Field Data Gathering
[object Object],[object Object],[object Object],[object Object],Determining Erodibility
Obtained from jet-test device    =  k  (  o -   c )    = erosion rate (m/s) k   = erodibility coefficient (m 3 /N-s)  o  =   boundary shear stress (Pa)  c  =   critical shear stress (Pa) (  o -  c ) = excess shear stress Critical shear stress is the stress required to initiate erosion.  The Equation
Jest Test Device Jet Nozzle Jet Nozzle As scour hole depth increases, shear stress decreases
From Relation between Shear Stress and Erosion We Can Calculate   c  and   Shear Stress, Pa Erosion Rate, cm 3 /sec  c
Determining shear strength
[object Object],[object Object],[object Object],Data Analysis
Bank-Toe Erosion After First Flow Event Bank Stability and Toe Erosion Model (BSTEM)
Check for stability FS>1
Simulate Next Flow and Check Stability
 
[object Object],[object Object],[object Object],[object Object],Geomorphic Assessment Map
Cohesive Strength Meter (CSM ) The CSM consists of a water-filled chamber 30 mm in diameter that is pushed into the sediment. The jet of water comes from a downward directed nozzle in the chamber. The velocity of the jet is increased systematically through each experiment. Bed erosion is inferred from the drop in the transmission of infrared light across the chamber caused by the suspension of sediment.  Lighter, Faster, not as robust, indirect measurement
Mapping Critical Shear Stress: Yalobusha River Basin, MS
[object Object],[object Object],[object Object],[object Object],Vegetated Corridor Effects
Cohesion due to roots is a function of the tensile strength of the roots and their distribution (root-area ratio)
[object Object],[object Object],[object Object],[object Object],Preliminary Findings
Same creek different corridor
Summary ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],Questions?

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Asce Ewrg Presentation

  • 1. By Marjorie Wolfe, PE, CFM Senior Engineer Clean Water Services Tualatin River Tributaries Cohesive Stream Channel Erodibility Study
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  • 7. The Clean Water Course Swale Water Quality Treatment Stream Restoration Projects Watersheds 2000 Healthy Streams Plan Watershed Based Permit Stream Erodibility Study Vegetated Corridor Standards
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  • 12. Cedar Mill Creek Watershed, 1984
  • 13. Cedar Mill Creek Watershed, 1990
  • 14. Cedar Mill Creek Watershed, 1994
  • 15. Cedar Mill Creek Watershed, 1997
  • 16. Cedar Mill Creek Watershed, 2002
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  • 20. What is different about cohesives?
  • 21. What does flow have to do with it? (USEPA - after Wolman and Miller 1960)
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  • 26. Obtained from jet-test device  = k (  o -  c )  = erosion rate (m/s) k = erodibility coefficient (m 3 /N-s)  o = boundary shear stress (Pa)  c = critical shear stress (Pa) (  o -  c ) = excess shear stress Critical shear stress is the stress required to initiate erosion. The Equation
  • 27. Jest Test Device Jet Nozzle Jet Nozzle As scour hole depth increases, shear stress decreases
  • 28. From Relation between Shear Stress and Erosion We Can Calculate  c and  Shear Stress, Pa Erosion Rate, cm 3 /sec  c
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  • 31. Bank-Toe Erosion After First Flow Event Bank Stability and Toe Erosion Model (BSTEM)
  • 33. Simulate Next Flow and Check Stability
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  • 36. Cohesive Strength Meter (CSM ) The CSM consists of a water-filled chamber 30 mm in diameter that is pushed into the sediment. The jet of water comes from a downward directed nozzle in the chamber. The velocity of the jet is increased systematically through each experiment. Bed erosion is inferred from the drop in the transmission of infrared light across the chamber caused by the suspension of sediment. Lighter, Faster, not as robust, indirect measurement
  • 37. Mapping Critical Shear Stress: Yalobusha River Basin, MS
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  • 39. Cohesion due to roots is a function of the tensile strength of the roots and their distribution (root-area ratio)
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