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Unconventional Wisdom and the
    Effects of Dams on Downstream
    Coarse Sediment Supply
    3 February 2009




    Byron Amerson, Jay Stallman,
    John Wooster, and Derek Booth




Sultan River, WA
OBJECTIVE



Consider the landscape context of a dam
before drawing conclusions about its
downstream effects.
CONCEPTS


THE FLUVIAL SYSTEM

  The watershed and river as a mechanism
  that routes water and sediment.
                       Schumm, 1977
CONCEPTS

Dams affect downstream flux of sediment
and water.
Bed Coarsening
Channel Degradation
Loss of Spawning Gravel




                   South Fork Feather River
CONCEPTS



What About other outcomes?

Need to Consider…
Sediment Supply
Transport Frequency
EXCESS
                            Channel Aggradation
                            Island and Bar Formation
                            Vegetation Encroachment
      Change in Relative
       Sediment Supply




                                             Subtle Effects



                                                           Bed Coarsening
                                                       Channel Degradation
                                                               Habitat Loss
  DEFICIT
                                   Change in Relative Transport
                           LOW                                          HIGH
                                           Frequency
Based on Grant, Schmidt, and Lewis 2003
EXCESS
                            Channel Aggradation
                            Island and Bar Formation
                            Vegetation Encroachment
      Change in Relative
       Sediment Supply




                                             Subtle Effects




                                               CONVENTIONAL
                                                  WISDOM
  DEFICIT
                                   Change in Relative Transport
                           LOW                                    HIGH
                                           Frequency
Based on Grant, Schmidt, and Lewis 2003
EXCESS

                             UNCONVENTIONAL
                                 WISDOM
      Change in Relative
       Sediment Supply




                                             CONVENTIONAL
                                                WISDOM
  DEFICIT
                                 Change in Relative Transport
                           LOW                                  HIGH
                                         Frequency
Based on Grant, Schmidt, and Lewis 2003
CONCEPTS


Geology and Geologic History
Topography
Climate and Hydrology
Land Use
Dam Position
Dam Operation
Case Studies



 Sultan River, WA
 McKenzie River, OR
 Deschutes River, OR


What are the primary sources of sediment to
    the river downstream of the dam?
SULTAN RIVER
                       Washington


 WHAT      The Jackson
           hydroelectric project
           operated by
           Snohomish PUD

           Annual sediment
   KEY
           mass balance
FINDINGS
           remains similar before
           and afte damming.




                                    Culmback Dam
Sultan River, WA


Culmback
  Dam
                                                     Spada Lake




                   Data for this LiDAR DEM was provided by the Snohomish PUD
LITHOTOPO UNITS         SEDIMENT INPUTS

 V-SHAPED VALLEY
• Dominated by debris
  flows
• High Sediment Yield
LITHOTOPO UNITS                        SEDIMENT INPUTS

  V-SHAPED VALLEY
• Dominated by debris
  flows
• High Sediment Yield




 TERRACED VALLEY
 • Dominated earth
   flows
 • Moderate Sediment
   Yield                  ROCK FALLS


                        EARTHFLOWS


                        GULLIES
LITHOTOPO UNITS                                     SEDIMENT INPUTS

  V-SHAPED VALLEY
• Dominated by debris
  flows
• High Sediment Yield




 TERRACED VALLEY
 • Dominated earth
   flows
 • Moderate Sediment
   Yield                               ROCK FALLS


                                 EARTHFLOWS


                                  GULLIES

 ALLUVIAL VALLEY
 •Sediment input from   TRIBUTARIES
 upstream
 •Low Sediment Yield
                        BANK FAILURE
LITHOTOPO UNITS                                     SEDIMENT INPUTS

  V-SHAPED VALLEY
• Dominated by debris
  flows
• High Sediment Yield




 TERRACED VALLEY
 • Dominated earth
   flows
 • Moderate Sediment
   Yield                               ROCK FALLS


                                 EARTHFLOWS


                                  GULLIES

 ALLUVIAL VALLEY
 •Sediment input from   TRIBUTARIES
 upstream
 •Low Sediment Yield
                        BANK FAILURE
Sultan River at present-day Spada Lake, 1949.
This reach was a depositional pool-riffle channel.
Sultan River at present-day Spada Lake, 1949.




Therefore, the river upstream of
Culmback Dam was a sediment sink, and
contributed relatively little to the
downstream sediment budget.
EXCESS
      Change in Relative
       Sediment Supply



                           1965            Pre-dam




  DEFICIT
                                  Change in Relative Transport
                           LOW                                   HIGH
                                          Frequency
Based on Grant, Schmidt, and Lewis 2003
Sultan River, WA

                          2003
1965               1983




                          Active channel
Active channel
                           175 feet wide
 350 feet wide
EXCESS
      Change in Relative
       Sediment Supply



                           1965              2007




  DEFICIT
                                  Change in Relative Transport
                           LOW                                   HIGH
                                          Frequency
Based on Grant, Schmidt, and Lewis 2003
Sultan River, WA

                          2003
1965               1983




                          Active channel
Active channel
                           175 feet wide
 350 feet wide
McKENZIE RIVER
                         Oregon


 WHAT      A Carmen-Smith
           hydroelectric project
           operated by Eugene
           Water and Electric
           Board
           Sediment mass
   KEY
           balance Downstream
FINDINGS
           of Trailbridge Dam is
           similar to reference
           conditions.

                                   Trailbridge
                                      Dam
McKenzie River, OR

High Cascades Terrane
 • Young volcanics
 • Low drainage density
 • Hydrologically disconnected
 • Low Sediment Yield




Western Cascades Terrane
  • Older volcanics
  • High drainage density
  • Hydrologically connected
  • High Sediment Yield
McKenzie River, OR

Carmen Diversion
     Dam


  Smith Dam


  Trailbridge
     Dam
McKenzie River, OR

Upper McKenzie
    Basin


   Smith River
     Basin

   Deer Creek
     Basin



  Trailbridge
     Dam
McKenzie River, OR


                            Trailbridge
                               Dam
               Deer Creek
DESCHUTES RIVER
                         Oregon


 WHAT      The Pelton-Round
           Butte hydroelectric
           project operated jointly
           by Portland General
           Electric and the
           Confederated Warm
           Springs Tribes

           Subtle response - bed
   KEY
           texture and spawning
FINDINGS
           gravel area are similar
           to pre-dam conditions.


                                      Pelton Reregulating Dam
Deschutes River, OR




    Annual Sediment
      Production




                      Figure From O’Conner et al. 2003
Deschutes River, OR

  Pelton Round
  Butte Project
    Annual Sediment
      Production




                      Figure From O’Conner et al. 2003
6000



 Mean Monthly Discharge (CFS)
                                                                                                   1924-1956
                                                                                                   1964-2007

                                5000

                                4000

                                3000

                                2000
                                                                                 1924 -1956
                                                                                 1964 - 2007
                                1000

                                  0




                                                                                 May
                                                                     Mar

                                                                           Apr




                                                                                                    Aug
                                                                                             Jul
                                                         Jan

                                                               Feb




                                                                                       Jun




                                                                                                           Sep
                                       Oct



                                                   Dec
                                             Nov




Low Sediment Yield and a Subdued
          Hydrograph
Recap



 Sultan: Sediment mass balance remains
  similar and Channel Adjustment.
 McKenzie: Downstream sediment mass
  balance is similar to reference conditions.
 Deschutes: Subtle response, though
  reduced sediment supply.
CONCLUSION



 Context Matters

 Because as we have seen, landscape
  attributes, land use, dam position, and
  operation all influence downstream
  physical process outcomes.
Acknowledgements



              THANK YOU

 Snohomish PUD
 Eugene Water and Electric Board
 Portland General Electric and the
 Confederated Warm Springs Tribes
Our modeling tells us that the modern and
historical mass balance are the same

 Modern Sediment       Historical Sediment     Average Annual
 Transport Capacity    Transport Capacity      Sediment Input
      (KT/yr)                 (KT/yr)              (KT/yr)
     0.7 - 12               0.2 - 9                 ~11



        Estimated Modern Mass      Estimated Historical
            Balance (KT/yr)        Mass Balance (KT/yr)

                -1 to 10                 2 to 10

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UnconVentional Wisdom and the Effects of Dams on Downstream Coarse Sediment Supply

  • 1. Unconventional Wisdom and the Effects of Dams on Downstream Coarse Sediment Supply 3 February 2009 Byron Amerson, Jay Stallman, John Wooster, and Derek Booth Sultan River, WA
  • 2. OBJECTIVE Consider the landscape context of a dam before drawing conclusions about its downstream effects.
  • 3. CONCEPTS THE FLUVIAL SYSTEM The watershed and river as a mechanism that routes water and sediment. Schumm, 1977
  • 4. CONCEPTS Dams affect downstream flux of sediment and water.
  • 5. Bed Coarsening Channel Degradation Loss of Spawning Gravel South Fork Feather River
  • 6. CONCEPTS What About other outcomes? Need to Consider… Sediment Supply Transport Frequency
  • 7. EXCESS Channel Aggradation Island and Bar Formation Vegetation Encroachment Change in Relative Sediment Supply Subtle Effects Bed Coarsening Channel Degradation Habitat Loss DEFICIT Change in Relative Transport LOW HIGH Frequency Based on Grant, Schmidt, and Lewis 2003
  • 8. EXCESS Channel Aggradation Island and Bar Formation Vegetation Encroachment Change in Relative Sediment Supply Subtle Effects CONVENTIONAL WISDOM DEFICIT Change in Relative Transport LOW HIGH Frequency Based on Grant, Schmidt, and Lewis 2003
  • 9. EXCESS UNCONVENTIONAL WISDOM Change in Relative Sediment Supply CONVENTIONAL WISDOM DEFICIT Change in Relative Transport LOW HIGH Frequency Based on Grant, Schmidt, and Lewis 2003
  • 10. CONCEPTS Geology and Geologic History Topography Climate and Hydrology Land Use Dam Position Dam Operation
  • 11. Case Studies  Sultan River, WA  McKenzie River, OR  Deschutes River, OR What are the primary sources of sediment to the river downstream of the dam?
  • 12. SULTAN RIVER Washington WHAT The Jackson hydroelectric project operated by Snohomish PUD Annual sediment KEY mass balance FINDINGS remains similar before and afte damming. Culmback Dam
  • 13. Sultan River, WA Culmback Dam Spada Lake Data for this LiDAR DEM was provided by the Snohomish PUD
  • 14. LITHOTOPO UNITS SEDIMENT INPUTS V-SHAPED VALLEY • Dominated by debris flows • High Sediment Yield
  • 15. LITHOTOPO UNITS SEDIMENT INPUTS V-SHAPED VALLEY • Dominated by debris flows • High Sediment Yield TERRACED VALLEY • Dominated earth flows • Moderate Sediment Yield ROCK FALLS EARTHFLOWS GULLIES
  • 16. LITHOTOPO UNITS SEDIMENT INPUTS V-SHAPED VALLEY • Dominated by debris flows • High Sediment Yield TERRACED VALLEY • Dominated earth flows • Moderate Sediment Yield ROCK FALLS EARTHFLOWS GULLIES ALLUVIAL VALLEY •Sediment input from TRIBUTARIES upstream •Low Sediment Yield BANK FAILURE
  • 17. LITHOTOPO UNITS SEDIMENT INPUTS V-SHAPED VALLEY • Dominated by debris flows • High Sediment Yield TERRACED VALLEY • Dominated earth flows • Moderate Sediment Yield ROCK FALLS EARTHFLOWS GULLIES ALLUVIAL VALLEY •Sediment input from TRIBUTARIES upstream •Low Sediment Yield BANK FAILURE
  • 18. Sultan River at present-day Spada Lake, 1949. This reach was a depositional pool-riffle channel.
  • 19. Sultan River at present-day Spada Lake, 1949. Therefore, the river upstream of Culmback Dam was a sediment sink, and contributed relatively little to the downstream sediment budget.
  • 20. EXCESS Change in Relative Sediment Supply 1965 Pre-dam DEFICIT Change in Relative Transport LOW HIGH Frequency Based on Grant, Schmidt, and Lewis 2003
  • 21. Sultan River, WA 2003 1965 1983 Active channel Active channel 175 feet wide 350 feet wide
  • 22. EXCESS Change in Relative Sediment Supply 1965 2007 DEFICIT Change in Relative Transport LOW HIGH Frequency Based on Grant, Schmidt, and Lewis 2003
  • 23. Sultan River, WA 2003 1965 1983 Active channel Active channel 175 feet wide 350 feet wide
  • 24. McKENZIE RIVER Oregon WHAT A Carmen-Smith hydroelectric project operated by Eugene Water and Electric Board Sediment mass KEY balance Downstream FINDINGS of Trailbridge Dam is similar to reference conditions. Trailbridge Dam
  • 25. McKenzie River, OR High Cascades Terrane • Young volcanics • Low drainage density • Hydrologically disconnected • Low Sediment Yield Western Cascades Terrane • Older volcanics • High drainage density • Hydrologically connected • High Sediment Yield
  • 26. McKenzie River, OR Carmen Diversion Dam Smith Dam Trailbridge Dam
  • 27. McKenzie River, OR Upper McKenzie Basin Smith River Basin Deer Creek Basin Trailbridge Dam
  • 28. McKenzie River, OR Trailbridge Dam Deer Creek
  • 29. DESCHUTES RIVER Oregon WHAT The Pelton-Round Butte hydroelectric project operated jointly by Portland General Electric and the Confederated Warm Springs Tribes Subtle response - bed KEY texture and spawning FINDINGS gravel area are similar to pre-dam conditions. Pelton Reregulating Dam
  • 30. Deschutes River, OR Annual Sediment Production Figure From O’Conner et al. 2003
  • 31. Deschutes River, OR Pelton Round Butte Project Annual Sediment Production Figure From O’Conner et al. 2003
  • 32. 6000 Mean Monthly Discharge (CFS) 1924-1956 1964-2007 5000 4000 3000 2000 1924 -1956 1964 - 2007 1000 0 May Mar Apr Aug Jul Jan Feb Jun Sep Oct Dec Nov Low Sediment Yield and a Subdued Hydrograph
  • 33. Recap  Sultan: Sediment mass balance remains similar and Channel Adjustment.  McKenzie: Downstream sediment mass balance is similar to reference conditions.  Deschutes: Subtle response, though reduced sediment supply.
  • 34. CONCLUSION  Context Matters  Because as we have seen, landscape attributes, land use, dam position, and operation all influence downstream physical process outcomes.
  • 35. Acknowledgements THANK YOU Snohomish PUD Eugene Water and Electric Board Portland General Electric and the Confederated Warm Springs Tribes
  • 36. Our modeling tells us that the modern and historical mass balance are the same Modern Sediment Historical Sediment Average Annual Transport Capacity Transport Capacity Sediment Input (KT/yr) (KT/yr) (KT/yr) 0.7 - 12 0.2 - 9 ~11 Estimated Modern Mass Estimated Historical Balance (KT/yr) Mass Balance (KT/yr) -1 to 10 2 to 10